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Google Keyword Rankings for : k0 ocr relationships in soil
1
(PDF) K0–OCR relationships in soil - ResearchGate
https://www.researchgate.net/publication/279905365_K0-OCR_relationships_in_soil
The relationships between Ko, and OCR are investigated for primary loading-unloading-reloading conditions. The study reviews laboratory data ...
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https://www.researchgate.net/publication/279905365_K0-OCR_relationships_in_soil
The relationships between Ko, and OCR are investigated for primary loading-unloading-reloading conditions. The study reviews laboratory data ...
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2
(PDF) K-OCR relationships in soil - ResearchGate
https://www.researchgate.net/publication/245475169_K-OCR_relationships_in_soil
The relationships between Ko and OCR are investigated for primary loading - unloading - reloading conditions. The study reviews laboratory data ...
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https://www.researchgate.net/publication/245475169_K-OCR_relationships_in_soil
The relationships between Ko and OCR are investigated for primary loading - unloading - reloading conditions. The study reviews laboratory data ...
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3
K o - OCR Relationships in Soil (1982) | Paul W. Mayne
https://typeset.io/papers/k-o-ocr-relationships-in-soil-5bpqvgknyl
Abstract: The relationships between K o and OCR are investigated for primary loading - unloading - reloading conditions. The study reviews laboratory data ...
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https://typeset.io/papers/k-o-ocr-relationships-in-soil-5bpqvgknyl
Abstract: The relationships between K o and OCR are investigated for primary loading - unloading - reloading conditions. The study reviews laboratory data ...
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4
Methods of determination of K0 in overconsolidated clay - CFMS
https://www.cfms-sols.org/sites/default/files/Actes/203-206.pdf
In normally consolidated soils K0 can be computed according to the Jáky formula. ... Mayne, P.W. and Kulhawy, F.H. (1982) K0-OCR relationships in soil. J.
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https://www.cfms-sols.org/sites/default/files/Actes/203-206.pdf
In normally consolidated soils K0 can be computed according to the Jáky formula. ... Mayne, P.W. and Kulhawy, F.H. (1982) K0-OCR relationships in soil. J.
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5
Direct and Indirect Determinations of In Situ K0 in Clays
https://onlinepubs.trb.org/Onlinepubs/trr/1990/1278/1278-018.pdf
For soils reloaded after rebound, it is important to note that the relationship between K0 and. OCR is different. CAVITY EXPANSION THEORY FOR K0.
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https://onlinepubs.trb.org/Onlinepubs/trr/1990/1278/1278-018.pdf
For soils reloaded after rebound, it is important to note that the relationship between K0 and. OCR is different. CAVITY EXPANSION THEORY FOR K0.
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6
Ko-OCR Relationships of Soil - Solos II - Passei Direto
https://www.passeidireto.com/arquivo/103328567/ko-ocr-relationships-of-soil
and OCR 4.) are nceded to predict approximate values of K,. INntTRODUCTION The prediction of the in-situ state of stress in soil is of major importance in a ...
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https://www.passeidireto.com/arquivo/103328567/ko-ocr-relationships-of-soil
and OCR 4.) are nceded to predict approximate values of K,. INntTRODUCTION The prediction of the in-situ state of stress in soil is of major importance in a ...
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7
Mayne & Kulhawy 1982a - K0-OCR Relationships in Soil | PDF
https://www.scribd.com/document/364232422/Mayne-Kulhawy-1982a-K0-OCR-Relationships-in-Soil
Mayne & Kulhawy 1982a_K0-OCR Relationships in Soil - Free download as PDF File (.pdf), Text File (.txt) or view presentation slides online.
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https://www.scribd.com/document/364232422/Mayne-Kulhawy-1982a-K0-OCR-Relationships-in-Soil
Mayne & Kulhawy 1982a_K0-OCR Relationships in Soil - Free download as PDF File (.pdf), Text File (.txt) or view presentation slides online.
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8
Methods for Estimating OCR and Consolidation Properties of ...
https://core.ac.uk/download/pdf/161378277.pdf
5.3 Void ratio (e) and permeability (k) relationship of soil ... K0 is coefficient of earth pressure at-rest which is the function of OCR, and can be.
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https://core.ac.uk/download/pdf/161378277.pdf
5.3 Void ratio (e) and permeability (k) relationship of soil ... K0 is coefficient of earth pressure at-rest which is the function of OCR, and can be.
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9
STAL9781614996569-0365.pdf - ISSMGE
https://www.issmge.org/uploads/publications/1/22/STAL9781614996569-0365.pdf
to overconsolidation of glacial tills and glaciated soils. ... This equation assumes an isotropic value of K0, however ... K0-OCR relationships in soil.
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https://www.issmge.org/uploads/publications/1/22/STAL9781614996569-0365.pdf
to overconsolidation of glacial tills and glaciated soils. ... This equation assumes an isotropic value of K0, however ... K0-OCR relationships in soil.
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10
PDF - ISSMGE
https://www.issmge.org/uploads/publications/46/47/11.pdf
Some applications of the mechanics of unsaturated soils in forensic geotechnical engineering ... "K0–OCR Relationships In Soil." Journal Of The.
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https://www.issmge.org/uploads/publications/46/47/11.pdf
Some applications of the mechanics of unsaturated soils in forensic geotechnical engineering ... "K0–OCR Relationships In Soil." Journal Of The.
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11
Novel theoretical considerations of the coefficient of ... - arXiv
https://arxiv.org/pdf/2111.02956
An exponential relationship between K0 and OCR is derived; ... Key words (phrases): Soil plasticity, soil mechanics, earth pressure coefficient at rest, K0, ...
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https://arxiv.org/pdf/2111.02956
An exponential relationship between K0 and OCR is derived; ... Key words (phrases): Soil plasticity, soil mechanics, earth pressure coefficient at rest, K0, ...
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12
Simphfiedl procedure for evaluatimg the pressure at rest
https://ir.lib.shimane-u.ac.jp/files/public/0/3581/20170425015950759592/c0040030r004.pdf
Ko for normally consolidated and overconsolidated soils are presented for practical use. Well- ... consolidation ratio (OCR) relationships in soil.
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https://ir.lib.shimane-u.ac.jp/files/public/0/3581/20170425015950759592/c0040030r004.pdf
Ko for normally consolidated and overconsolidated soils are presented for practical use. Well- ... consolidation ratio (OCR) relationships in soil.
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13
Evaluation of a constitutive model for clays and sands: Part II
https://www.scipedia.com/wd/images/a/a2/Draft_Samper_536877462_7542_nag.238.pdf
A new effective stress soil model, hereafter referred to as MIT-S1, was developed to model the ... K0-OCR relationships in soils.
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https://www.scipedia.com/wd/images/a/a2/Draft_Samper_536877462_7542_nag.238.pdf
A new effective stress soil model, hereafter referred to as MIT-S1, was developed to model the ... K0-OCR relationships in soils.
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14
Effect of soil rigidity index and OCR on excess pore-water ...
http://isc6.org/images/Cikkek/Sessions/ISC2020-85.pdf
“Ko- OCR Relationships in Soil”,. Journal of the Soil Mechanics and Foundation Division, vol. 108, no. 6, pp. 851–872, 1982. [7] ASTM-D5778-12, “Standard Test ...
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http://isc6.org/images/Cikkek/Sessions/ISC2020-85.pdf
“Ko- OCR Relationships in Soil”,. Journal of the Soil Mechanics and Foundation Division, vol. 108, no. 6, pp. 851–872, 1982. [7] ASTM-D5778-12, “Standard Test ...
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15
The strength behavior of resedimented Presumpscot Clay and ...
https://umaine.edu/presumpscot-symposium/wp-content/uploads/sites/425/2015/10/Casey_etal_2015_Presumpscot.pdf
seven other soils (liquid limits from 26 – 79 %), Presumpscot clay displays the least ... “K0. – OCR relationships in soil”, J. Geotech. Eng. Div., 108 (6),.
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https://umaine.edu/presumpscot-symposium/wp-content/uploads/sites/425/2015/10/Casey_etal_2015_Presumpscot.pdf
seven other soils (liquid limits from 26 – 79 %), Presumpscot clay displays the least ... “K0. – OCR relationships in soil”, J. Geotech. Eng. Div., 108 (6),.
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16
K0-OCR Relationships in soil by Mayne y Kulhawy 1982.pdf
https://pdfcoffee.com/k0-ocr-relationships-in-soil-by-mayne-y-kulhawy-1982pdf-pdf-free.html
K0-OCR Relationships in soil by Mayne y Kulhawy 1982.pdf · Author / Uploaded · Anonymous 8uyhAibTMx ...
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https://pdfcoffee.com/k0-ocr-relationships-in-soil-by-mayne-y-kulhawy-1982pdf-pdf-free.html
K0-OCR Relationships in soil by Mayne y Kulhawy 1982.pdf · Author / Uploaded · Anonymous 8uyhAibTMx ...
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17
SSGG 14 - The Effect of Overconsolidation and Particle Shape ...
https://link.springer.com/content/pdf/10.1007%2F978-3-319-11053-0_19.pdf
soil, and particularly to investigate how the OCR and particle shape influence ... Mayne, P.W., Kulhawy, F.H.: Ko-OCR Relationships in Soil.
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https://link.springer.com/content/pdf/10.1007%2F978-3-319-11053-0_19.pdf
soil, and particularly to investigate how the OCR and particle shape influence ... Mayne, P.W., Kulhawy, F.H.: Ko-OCR Relationships in Soil.
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18
Dr. Paul Mayne: Downloadable Papers - Geosystem Gatech
https://geosystems.ce.gatech.edu/Faculty/Mayne/papers/
Proceedings, 20th Intl. Conf. on Soil Mechanics & Geotechnical Engineering (ICSMGE, Sydney), Vol 2, ... Ko-OCR relationships in soils (2.09MB pdf).
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https://geosystems.ce.gatech.edu/Faculty/Mayne/papers/
Proceedings, 20th Intl. Conf. on Soil Mechanics & Geotechnical Engineering (ICSMGE, Sydney), Vol 2, ... Ko-OCR relationships in soils (2.09MB pdf).
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19
Engineering properties of low to medium overconsolidation ...
https://www.aimspress.com/fileOther/PDF/geosciences/geosci-05-03-535.pdf
NAVFAC [4] presents a relationship between σ'p and IL ... However, for low OCR soils, with K0 values well below 1, such an isotropic stress.
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https://www.aimspress.com/fileOther/PDF/geosciences/geosci-05-03-535.pdf
NAVFAC [4] presents a relationship between σ'p and IL ... However, for low OCR soils, with K0 values well below 1, such an isotropic stress.
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20
Effects of stress reduction on geomechanical and acoustic ...
https://onlinelibrary.wiley.com/doi/pdf/10.1111/1365-2478.12902
a uniaxial strain condition in soil mechanics. K0 is the ratio. C 2019 The Authors. ... early proportional relationship between OCR and K0 where.
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https://onlinelibrary.wiley.com/doi/pdf/10.1111/1365-2478.12902
a uniaxial strain condition in soil mechanics. K0 is the ratio. C 2019 The Authors. ... early proportional relationship between OCR and K0 where.
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21
Consolidation lateral stress ratios in clay from flat dilatometer ...
https://www.marchetti-dmt.it/conference/dmt15/washington%202006%20papers/theoretical%20and%20numerical%20evaluations/Consolidation%20lateral%20stress%20ratios%20in%20clay%20from%20flat%20dilatometer%20tests.pdf
eral stress ratios in clay soils for the purpose of con- ... Mayne, P.W. and Kulhawy, F.H., 1982. Ko-OCR relationships in soil. Journal of the Geotechnical ...
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https://www.marchetti-dmt.it/conference/dmt15/washington%202006%20papers/theoretical%20and%20numerical%20evaluations/Consolidation%20lateral%20stress%20ratios%20in%20clay%20from%20flat%20dilatometer%20tests.pdf
eral stress ratios in clay soils for the purpose of con- ... Mayne, P.W. and Kulhawy, F.H., 1982. Ko-OCR relationships in soil. Journal of the Geotechnical ...
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22
CHAPTER 9.0 INTERPRETATION OF SOIL PROPERTIES
https://www.geronline.com/file/odu/interpretation-of-soil-properties.pdf
Field K0 - OCR Relationships for (a) Natural Clays and (b) Natural Sands. In general, the value of K0 has an upper bound value limited by the passive ...
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https://www.geronline.com/file/odu/interpretation-of-soil-properties.pdf
Field K0 - OCR Relationships for (a) Natural Clays and (b) Natural Sands. In general, the value of K0 has an upper bound value limited by the passive ...
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23
EFFECTS OF OVERCONSOLIDATION ON LIQUEFACTION ...
https://www.iitk.ac.in/nicee/wcee/article/1133.pdf
earth pressure at rest, Ko, in the ground increased due to the soil improvements. ... Figure 4 indicates Roc versus OCR relationships.
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https://www.iitk.ac.in/nicee/wcee/article/1133.pdf
earth pressure at rest, Ko, in the ground increased due to the soil improvements. ... Figure 4 indicates Roc versus OCR relationships.
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24
An evaluation of methods to determine K in clays - NGI
https://www.ngi.no/download/file/11888
'Commentary on Marchetti Flat Dilatometer. Correlations in Soils'. Geotechnical Testing Journal 21(3). P. W. Mayne & F. Kulhawy (1982). 'Ko- OCR Relationships ...
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https://www.ngi.no/download/file/11888
'Commentary on Marchetti Flat Dilatometer. Correlations in Soils'. Geotechnical Testing Journal 21(3). P. W. Mayne & F. Kulhawy (1982). 'Ko- OCR Relationships ...
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25
Manuel on Estimating Soil Properties for Foundation Design
https://www.geoengineer.org/storage/publication/20489/publication_file/2745/EL-6800.pdf
OCR Correlated with DMT KD. OCR KD Relationships for Clays of Varied Geologic Origin. Konc Correlated with Atterberg Limits. Ko Correlated with PI and OCR.
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https://www.geoengineer.org/storage/publication/20489/publication_file/2745/EL-6800.pdf
OCR Correlated with DMT KD. OCR KD Relationships for Clays of Varied Geologic Origin. Konc Correlated with Atterberg Limits. Ko Correlated with PI and OCR.
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26
Ko-OCR Relationships of Soil - Academia.edu
https://www.academia.edu/38598488/Ko-OCR_Relationships_of_Soil
› Ko-OCR_Relationships_of_Soil
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https://www.academia.edu/38598488/Ko-OCR_Relationships_of_Soil
› Ko-OCR_Relationships_of_Soil
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27
ESTIMATING FIELD AT-REST LATERAL STRESS ...
https://tigerprints.clemson.edu/cgi/viewcontent.cgi?article=2430&context=all_dissertations
stress coefficient (K0) and the overconsoildation ratio (OCR) on liquefaction resistance of ... Relationships between liquefaction resistance of.
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https://tigerprints.clemson.edu/cgi/viewcontent.cgi?article=2430&context=all_dissertations
stress coefficient (K0) and the overconsoildation ratio (OCR) on liquefaction resistance of ... Relationships between liquefaction resistance of.
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28
In Situ Lateral Stress Measurement in Glaciolacustrine Seattle ...
https://tarjomefa.com/wp-content/uploads/2017/10/7940-English-TarjomeFa.pdf
suremeter tests (PMT), which were used to estimate in situ soil stress- deformation parameters along the ... methods using K0-OCR and K relationships.
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https://tarjomefa.com/wp-content/uploads/2017/10/7940-English-TarjomeFa.pdf
suremeter tests (PMT), which were used to estimate in situ soil stress- deformation parameters along the ... methods using K0-OCR and K relationships.
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29
Stress-strain-strength-flow parameters from enhanced in-situ ...
http://www.geoplanning.it/test/wp-content/uploads/2012/02/Stress-strain-strength-flow-parameters-from-enhanced-in-situ-tests.pdf
soil mass. The limiting OCR can be estimated from a. K0-OCR relationship when K0 reaches the passive stress coefficient (Kp), as discussed subsequently. At.
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http://www.geoplanning.it/test/wp-content/uploads/2012/02/Stress-strain-strength-flow-parameters-from-enhanced-in-situ-tests.pdf
soil mass. The limiting OCR can be estimated from a. K0-OCR relationship when K0 reaches the passive stress coefficient (Kp), as discussed subsequently. At.
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30
Effects of overconsolidation ratio on undrained shear strength ...
https://iopscience.iop.org/article/10.1088/1755-1315/304/5/052022/pdf
history (OCR) on soil behavior cannot be considered when evaluating undrained shear strength ... [10] Mayne P W, Kulhawy F H. K0-OCR relationships in soils.
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https://iopscience.iop.org/article/10.1088/1755-1315/304/5/052022/pdf
history (OCR) on soil behavior cannot be considered when evaluating undrained shear strength ... [10] Mayne P W, Kulhawy F H. K0-OCR relationships in soils.
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31
Horizontal stress increase induced by deep vibratory ...
https://www.fellenius.net/papers/398%20Horizontal%20stress%20increase%20by%20vibratory%20compaction.pdf
Vibratory compaction is widely used in loose granular soils to ... Mayne PW and Kulhawy FH (1982) K0–OCR relationships in soil.
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https://www.fellenius.net/papers/398%20Horizontal%20stress%20increase%20by%20vibratory%20compaction.pdf
Vibratory compaction is widely used in loose granular soils to ... Mayne PW and Kulhawy FH (1982) K0–OCR relationships in soil.
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32
Novel theoretical considerations of the coefficient ... - NASA/ADS
https://ui.adsabs.harvard.edu/abs/2021arXiv211102956B/abstract
One of the well-known and widely applied parameters in soil mechanics is the so-called ... An exponential relationship between K0 and OCR is derived; ...
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https://ui.adsabs.harvard.edu/abs/2021arXiv211102956B/abstract
One of the well-known and widely applied parameters in soil mechanics is the so-called ... An exponential relationship between K0 and OCR is derived; ...
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33
Measurement of Gmax and K0 of Saturated Clay Using ...
https://scholarsmine.mst.edu/cgi/viewcontent.cgi?article=1505&context=icrageesd
and Soil Dynamics by an authorized administrator of Scholars' Mine. ... found; OCR = overconsolidation ratio; k = constant dependant.
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https://scholarsmine.mst.edu/cgi/viewcontent.cgi?article=1505&context=icrageesd
and Soil Dynamics by an authorized administrator of Scholars' Mine. ... found; OCR = overconsolidation ratio; k = constant dependant.
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34
CPTU Derived Soil Engineering Parameters for CLAY
https://corpora.tika.apache.org/base/docs/govdocs1/533/533079.pdf
NGI Relationship among OCR-su/σ'v0-K0-PI. From Basic Soil. Behavior su/σ'v0 = S(OCR)m. K0,OC = K0,NC(OCR)n. 24/50. Estimate K0 from Dual Element Piezocone.
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https://corpora.tika.apache.org/base/docs/govdocs1/533/533079.pdf
NGI Relationship among OCR-su/σ'v0-K0-PI. From Basic Soil. Behavior su/σ'v0 = S(OCR)m. K0,OC = K0,NC(OCR)n. 24/50. Estimate K0 from Dual Element Piezocone.
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35
K0 as a Function of Changes in Stress and Strain Conditions ...
https://ngi.brage.unit.no/ngi-xmlui/bitstream/handle/11250/3031005/K0%20as%20a%20Function%20of%20Changes%20in%20Stress%20and%20Strain%20Conditions%20during%20Consolidation,%20Unloading%20and%20Reloading.pdf?sequence=1
plane in a young consolidated soil. ... at rest for a normally consolidated soil. ... And the following relationship between K0 and OCR can be derived:.
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https://ngi.brage.unit.no/ngi-xmlui/bitstream/handle/11250/3031005/K0%20as%20a%20Function%20of%20Changes%20in%20Stress%20and%20Strain%20Conditions%20during%20Consolidation,%20Unloading%20and%20Reloading.pdf?sequence=1
plane in a young consolidated soil. ... at rest for a normally consolidated soil. ... And the following relationship between K0 and OCR can be derived:.
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36
K0 of sand measured by a plane-strain apparatus
https://cdnsciencepub.com/doi/abs/10.1139/t07-038
Mayne, P.W., and Kulhawy, F.H. 1982. K0-OCR relationships in soil. Journal of the Geotechnical Engineering Division, 108(GT6): 851–872. Google Scholar.
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https://cdnsciencepub.com/doi/abs/10.1139/t07-038
Mayne, P.W., and Kulhawy, F.H. 1982. K0-OCR relationships in soil. Journal of the Geotechnical Engineering Division, 108(GT6): 851–872. Google Scholar.
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37
ESTIMATION OF COEFFICIENT OF EARTH PRESSURE AT ...
https://www.jstage.jst.go.jp/article/sandf/47/2/47_2_349/_pdf
(1982): K0-OCR relationships in soil, J. Geotech. Engrg. Div., 108(6), June 1982, 851–872. 38) Menzies, B. K., Sutton, H ...
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https://www.jstage.jst.go.jp/article/sandf/47/2/47_2_349/_pdf
(1982): K0-OCR relationships in soil, J. Geotech. Engrg. Div., 108(6), June 1982, 851–872. 38) Menzies, B. K., Sutton, H ...
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38
The Second James K. Mitchell Lecture Undisturbed sand ...
https://www.tandfonline.com/doi/pdf/10.1080/17486020601035657
and Kulhawy, F. H., K0--OCR relationships in soil. J. Geotech. Eng., 1982, 108(GT6), 851--872. Mayne, P. W., Mitchell, J. K., ...
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https://www.tandfonline.com/doi/pdf/10.1080/17486020601035657
and Kulhawy, F. H., K0--OCR relationships in soil. J. Geotech. Eng., 1982, 108(GT6), 851--872. Mayne, P. W., Mitchell, J. K., ...
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39
Earth Pressures of Overconsolidated Collapsible Soil ...
https://spectrum.library.concordia.ca/983914/1/Nguyen_PhD_S2018.pdf
earth pressure acting on the wall, and the overconsolidation ratio (OCR) of the ... K0 for Unsaturated Collapsible Soils at Different Degree of Saturation ...
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https://spectrum.library.concordia.ca/983914/1/Nguyen_PhD_S2018.pdf
earth pressure acting on the wall, and the overconsolidation ratio (OCR) of the ... K0 for Unsaturated Collapsible Soils at Different Degree of Saturation ...
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40
Lateral earth pressure - Wikipedia
https://en.wikipedia.org/wiki/Lateral_earth_pressure
Lateral earth pressure is the pressure that soil exerts in the horizontal direction. ... "K0-OCR relationships in soil". Journal of Geotechnical Engineering, ...
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https://en.wikipedia.org/wiki/Lateral_earth_pressure
Lateral earth pressure is the pressure that soil exerts in the horizontal direction. ... "K0-OCR relationships in soil". Journal of Geotechnical Engineering, ...
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41
Theoretical Analysis of Pressure-Dependent K₀ for Normally ...
https://eprints.whiterose.ac.uk/126588/1/GMENG-2018.pdf
essential to use K0 to calculate the at-rest lateral soil pressure based on vertical stresses. ... K0-OCR relationships in soils. Journal of.
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https://eprints.whiterose.ac.uk/126588/1/GMENG-2018.pdf
essential to use K0 to calculate the at-rest lateral soil pressure based on vertical stresses. ... K0-OCR relationships in soils. Journal of.
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42
The Consolidation and Strength Behavior of Mechanically ...
https://www-udc.ig.utexas.edu/geofluids/Theses/Casey_PhD%20thesis.pdf
consolidation stress and overconsolidation ratio (OCR). KO-consolidated triaxial compression tests were performed on eight resedimented soils at room.
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https://www-udc.ig.utexas.edu/geofluids/Theses/Casey_PhD%20thesis.pdf
consolidation stress and overconsolidation ratio (OCR). KO-consolidated triaxial compression tests were performed on eight resedimented soils at room.
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43
Development of the Yield Stress due to Aging
https://repository.tudelft.nl/islandora/object/uuid:9bbc14ef-dab5-4b78-ac09-fafaab12a90d/datastream/OBJ/download
K0 – OCR relationships in soil. Journal of the Geotechnical. Engineering, 108(GT6), 851–872. https://doi.org/10.1016/0148-9062(83)91623-6.
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https://repository.tudelft.nl/islandora/object/uuid:9bbc14ef-dab5-4b78-ac09-fafaab12a90d/datastream/OBJ/download
K0 – OCR relationships in soil. Journal of the Geotechnical. Engineering, 108(GT6), 851–872. https://doi.org/10.1016/0148-9062(83)91623-6.
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44
Estimating rigidity index (IR) based on CPT measurements
https://faculty.engineering.ucdavis.edu/dejong/wp-content/uploads/sites/77/2016/04/C061-Krage-et-al-Estimating-Rigidity-Index-CPT14.pdf
OCR for the database soils. Reference line of G50/Gmax = 0.26 is select- ed for use in empirical relationships. IR tends to decrease with increasing OCR and ...
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https://faculty.engineering.ucdavis.edu/dejong/wp-content/uploads/sites/77/2016/04/C061-Krage-et-al-Estimating-Rigidity-Index-CPT14.pdf
OCR for the database soils. Reference line of G50/Gmax = 0.26 is select- ed for use in empirical relationships. IR tends to decrease with increasing OCR and ...
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45
In-situ Stress States in Soils - Rocscience
https://static.rocscience.cloud/assets/verification-and-theory/RS3/RS3_In-Situ_Stress_States_in_Soils_Theory.pdf
For soils, vertical stresses can be readily determined, ... relationships for estimating are provided below: ... K -OCR relationships in soil,” Journal of.
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https://static.rocscience.cloud/assets/verification-and-theory/RS3/RS3_In-Situ_Stress_States_in_Soils_Theory.pdf
For soils, vertical stresses can be readily determined, ... relationships for estimating are provided below: ... K -OCR relationships in soil,” Journal of.
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46
Interpretation of in-situ tests – some insights
https://www.cpt-robertson.com/PublicationsPDF/Robertson%2C%20Mitchell%20Lecture%2C%20ISC'4%2C%202012.pdf
a soil sample is not obtained during either the CPT ... clays (OCR < 2) will generally contract in shear at ... Cetin, K.O. and Isik, N.S., 2007.
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https://www.cpt-robertson.com/PublicationsPDF/Robertson%2C%20Mitchell%20Lecture%2C%20ISC'4%2C%202012.pdf
a soil sample is not obtained during either the CPT ... clays (OCR < 2) will generally contract in shear at ... Cetin, K.O. and Isik, N.S., 2007.
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47
CR S-76-3 "Pore pressures in soft ground under surface loading
https://erdc-library.erdc.dren.mil/jspui/bitstream/11681/20539/1/CR-S-76-3.pdf
(OCR < 5) clay the value of K can be reasonably approximated by assuming. 0 isotropic elastic behaviour for the soil. The expression obtained for. VI . Ko ...
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https://erdc-library.erdc.dren.mil/jspui/bitstream/11681/20539/1/CR-S-76-3.pdf
(OCR < 5) clay the value of K can be reasonably approximated by assuming. 0 isotropic elastic behaviour for the soil. The expression obtained for. VI . Ko ...
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48
Effect of prestress on the liquefaction potential of silty sands
https://www.witpress.com/Secure/elibrary/papers/SD95/SD95021FU.pdf
Mayne and Kulhway "Ko-OCR relationships in Soils", Journal of the. Geotechnical Engineering Division, ASCE 108 (6), 1982.
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https://www.witpress.com/Secure/elibrary/papers/SD95/SD95021FU.pdf
Mayne and Kulhway "Ko-OCR relationships in Soils", Journal of the. Geotechnical Engineering Division, ASCE 108 (6), 1982.
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49
Correlation of Properties in Geotechnical Engineering
https://ntnuopen.ntnu.no/ntnu-xmlui/bitstream/handle/11250/2568725/20270_FULLTEXT.pdf?sequence=1
Figure 2.3: Weight-Volume Relationships of Soil (from Janbu (1989) as ... Figure 5.15: Relationship between K0, IP and OCR (modified from ...
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https://ntnuopen.ntnu.no/ntnu-xmlui/bitstream/handle/11250/2568725/20270_FULLTEXT.pdf?sequence=1
Figure 2.3: Weight-Volume Relationships of Soil (from Janbu (1989) as ... Figure 5.15: Relationship between K0, IP and OCR (modified from ...
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50
Novel theoretical considerations of the ... - Papers With Code
https://paperswithcode.com/paper/the-coefficient-of-earth-pressure-at-rest-for
One of the well-known and widely applied parameters in soil mechanics is the ... An exponential relationship between K0 and OCR is derived; ...
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https://paperswithcode.com/paper/the-coefficient-of-earth-pressure-at-rest-for
One of the well-known and widely applied parameters in soil mechanics is the ... An exponential relationship between K0 and OCR is derived; ...
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51
Cα/Cc Concept and K0 During Secondary Compression
https://www.semanticscholar.org/paper/C%CE%B1%2FCc-Concept-and-K0-During-Secondary-Compression-Mesri-Castro/e0930f8be461f3eba4c11c36ed9ff1f6048067e4
The correct procedure for evaluating Cα/Cc for any soil is described. ... The relationships between K o and OCR are investigated for primary ...
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https://www.semanticscholar.org/paper/C%CE%B1%2FCc-Concept-and-K0-During-Secondary-Compression-Mesri-Castro/e0930f8be461f3eba4c11c36ed9ff1f6048067e4
The correct procedure for evaluating Cα/Cc for any soil is described. ... The relationships between K o and OCR are investigated for primary ...
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52
Cone Penetration Testing 2022; First Edition
https://api.taylorfrancis.com/content/chapters/oa-edit/download?identifierName=doi&identifierValue=10.1201/9781003308829-15&type=chapterpdf
of a statistical analysis of the relationships between LS-module (twenty-six direct and derived ... It is shown that Ko, OCR, σ'ho in the soil is determined.
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https://api.taylorfrancis.com/content/chapters/oa-edit/download?identifierName=doi&identifierValue=10.1201/9781003308829-15&type=chapterpdf
of a statistical analysis of the relationships between LS-module (twenty-six direct and derived ... It is shown that Ko, OCR, σ'ho in the soil is determined.
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53
Recent Stress History Effects on Compressible Chicago ...
https://arch.library.northwestern.edu/downloads/6682x405k?locale=en
Figure 2-20 Stiffness of an artificial silt subjected to various stress paths after K0 consolidation and swelling to OCR = 1.3 (Zdravkovic ...
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https://arch.library.northwestern.edu/downloads/6682x405k?locale=en
Figure 2-20 Stiffness of an artificial silt subjected to various stress paths after K0 consolidation and swelling to OCR = 1.3 (Zdravkovic ...
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54
Comparison of horizontal earth pressure measurements using ...
http://geoserver.ing.puc.cl/info/conferences/PanAm2011/panam2011/pdfs/GEO11Paper179.pdf
oedometer tests for clayey soils as follows: K0 = 0.52 OCR 0.51. [3]. However these relationships require knowledge of the soil's OCR and effective friction ...
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http://geoserver.ing.puc.cl/info/conferences/PanAm2011/panam2011/pdfs/GEO11Paper179.pdf
oedometer tests for clayey soils as follows: K0 = 0.52 OCR 0.51. [3]. However these relationships require knowledge of the soil's OCR and effective friction ...
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55
The Effects of Over Consolidation Ratio and Effective Stresses ...
https://eskiizmir.imo.org.tr/resimler/ekutuphane/pdf/11760.pdf
it was stated that Ko was mainly dependent on relative density of soil at loading condition ... [20] Mayne, P.W., Kulhawy F.H., Ko-OCR Relationship in Soil, ...
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https://eskiizmir.imo.org.tr/resimler/ekutuphane/pdf/11760.pdf
it was stated that Ko was mainly dependent on relative density of soil at loading condition ... [20] Mayne, P.W., Kulhawy F.H., Ko-OCR Relationship in Soil, ...
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56
Paul W Mayne - Google Scholar
https://scholar.google.com.sg/citations?user=iG8TdV8AAAAJ&hl=th
Ko- OCR Relationships in Soil. PW Mayne, FH Kulhawy. Journal of the Soil Mechanics and Foundations Division 108 (6), 851-872, 1982.
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https://scholar.google.com.sg/citations?user=iG8TdV8AAAAJ&hl=th
Ko- OCR Relationships in Soil. PW Mayne, FH Kulhawy. Journal of the Soil Mechanics and Foundations Division 108 (6), 851-872, 1982.
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57
The Intrinsic Properties of Reconstituted Soils
https://scholarworks.uark.edu/cgi/viewcontent.cgi?article=4224&context=etd
Variation of the effective cohesion, as a function of OCR, for the ... Compression relationships for the reconstituted soils: (a) typical compression and.
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https://scholarworks.uark.edu/cgi/viewcontent.cgi?article=4224&context=etd
Variation of the effective cohesion, as a function of OCR, for the ... Compression relationships for the reconstituted soils: (a) typical compression and.
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58
GEOTILL Inc.
http://geotechnical-library.geotill.com/Enhanced-In-Situ-CPT-Testing.pdf
CPT Soil Behavioral Classification charts and methods. ... 14 - Nontextbook geomaterial: Piedmont residual soils. ... Ko-OCR Relationships in Soil.
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http://geotechnical-library.geotill.com/Enhanced-In-Situ-CPT-Testing.pdf
CPT Soil Behavioral Classification charts and methods. ... 14 - Nontextbook geomaterial: Piedmont residual soils. ... Ko-OCR Relationships in Soil.
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59
Shansep - Water Pressure - Scuba USA
https://www.scuba-equipment-usa.com/water-pressure/shansep.html
4. Express the results in terms of normalized soil parameters (NSP) and establish NSP vs. OCR relationships, e.g. cu/a'v vs. OCR.
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https://www.scuba-equipment-usa.com/water-pressure/shansep.html
4. Express the results in terms of normalized soil parameters (NSP) and establish NSP vs. OCR relationships, e.g. cu/a'v vs. OCR.
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60
Paul W. Mayne, PhD, PE, M.ASCE - geo
https://geo-webonline.com/wp-content/uploads/2022/01/Lessons-Learned-from-GeoLegends-Paul-W.-Mayne.pdf
his legendary paper (1982), “K0-OCR. Relationships in Soil,” in which 170 different soils were used to provide an empirical relationship between K0 and.
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https://geo-webonline.com/wp-content/uploads/2022/01/Lessons-Learned-from-GeoLegends-Paul-W.-Mayne.pdf
his legendary paper (1982), “K0-OCR. Relationships in Soil,” in which 170 different soils were used to provide an empirical relationship between K0 and.
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61
THE HARDENING SOIL MODEL - A PRACTICAL GUIDEBOOK
http://www.zsoil.com/zsoil_manual_2018/Rep-HS-model.pdf
K0 coefficient of in situ earth pres- sure at rest (K0 > KNC. 0 for OCR > ... Biarez and Hicher (1994) proposed a simple relationship for all soils with wL ...
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http://www.zsoil.com/zsoil_manual_2018/Rep-HS-model.pdf
K0 coefficient of in situ earth pres- sure at rest (K0 > KNC. 0 for OCR > ... Biarez and Hicher (1994) proposed a simple relationship for all soils with wL ...
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62
earthpressures_2013_updated.pdf
http://faculty.uml.edu/spaikowsky/teaching/14.533/documents/earthpressures_2013_updated.pdf
"Ko-OCR Relationships in Soil", Journal of the. Geotechnical Engineering Division, ASCE, Vol. 108, GT6, pp. 851-872. Kulhawy, F., and Mayne, P. (1990).
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http://faculty.uml.edu/spaikowsky/teaching/14.533/documents/earthpressures_2013_updated.pdf
"Ko-OCR Relationships in Soil", Journal of the. Geotechnical Engineering Division, ASCE, Vol. 108, GT6, pp. 851-872. Kulhawy, F., and Mayne, P. (1990).
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63
Relative density correlations are not reliable criteria
https://espace.curtin.edu.au/bitstream/handle/20.500.11937/7436/194354_100302_77560.pdf?sequence=2
distinct relative density versus friction angle relationships ... Mayne PW and Kulhawy FH (1982) K0–OCR relationship in soil.
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https://espace.curtin.edu.au/bitstream/handle/20.500.11937/7436/194354_100302_77560.pdf?sequence=2
distinct relative density versus friction angle relationships ... Mayne PW and Kulhawy FH (1982) K0–OCR relationship in soil.
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64
3. Earth pressures
http://www.geotech.cv.titech.ac.jp/~jtakemur/Attached%20files/Stability%20Analysis/3.Earth%20pressures(2007.12.13).pdf
condition on the strain of soil (compatibility condition) is necessary ... K.: K0-OCR Relationships in Soils, Journal of Geotechnical Eng. Div.
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http://www.geotech.cv.titech.ac.jp/~jtakemur/Attached%20files/Stability%20Analysis/3.Earth%20pressures(2007.12.13).pdf
condition on the strain of soil (compatibility condition) is necessary ... K.: K0-OCR Relationships in Soils, Journal of Geotechnical Eng. Div.
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65
Presentation of Site Investigation Results
https://www.codot.gov/programs/research/pdfs/other-reports/cdot-report-222-01-presentation-of-site-investigation-results.pdf
The Normalized Soil Behaviour Type Chart based on Qtn (SBT Qtn) ... Mayne, P.W. and Kulhawy, F.H., 1982, "Ko-OCR Relationships in Soil", ...
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https://www.codot.gov/programs/research/pdfs/other-reports/cdot-report-222-01-presentation-of-site-investigation-results.pdf
The Normalized Soil Behaviour Type Chart based on Qtn (SBT Qtn) ... Mayne, P.W. and Kulhawy, F.H., 1982, "Ko-OCR Relationships in Soil", ...
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66
Engineering Properties of Marls - Purdue e-Pubs
https://docs.lib.purdue.edu/cgi/viewcontent.cgi?article=3085&context=jtrp
relationship between K0 and OCR (see Figure 4.7(d)), which has similar form for both soils. Note that the values of K0 shown in Figure 4.7(d) are obtained ...
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https://docs.lib.purdue.edu/cgi/viewcontent.cgi?article=3085&context=jtrp
relationship between K0 and OCR (see Figure 4.7(d)), which has similar form for both soils. Note that the values of K0 shown in Figure 4.7(d) are obtained ...
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67
At-rest Earth Pressure Relationships - Engineering.com
http://files.engineering.com/download.aspx?folder=63ff19cf-5bce-4bcc-9d44-03d024b47b98&file=At_rest_Earth_Pressure_Inclined_Backfill.PDF
1: Relationship of earth pressures to wall movements ... Normally Consolidated Soils, Jaky's Ko Equation.
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http://files.engineering.com/download.aspx?folder=63ff19cf-5bce-4bcc-9d44-03d024b47b98&file=At_rest_Earth_Pressure_Inclined_Backfill.PDF
1: Relationship of earth pressures to wall movements ... Normally Consolidated Soils, Jaky's Ko Equation.
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68
Calculating long-term settlement in soft clays
https://www.sgi.se/globalassets/publikationer/rapporter/pdf/sgi-r74.pdf
oedometer test, using the Soft Soil Creep model, is performed for this model and ... Set the OCR and a proper K0 value and calculate the stresses.
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https://www.sgi.se/globalassets/publikationer/rapporter/pdf/sgi-r74.pdf
oedometer test, using the Soft Soil Creep model, is performed for this model and ... Set the OCR and a proper K0 value and calculate the stresses.
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69
Oedometer tests with measurement of internal friction between ...
https://www.ngm2016.com/uploads/2/1/7/9/21790806/033-026-ngm_2016_-_oedometer_tests_with_measurement_of_internal_friction_between_oedometer_ring_and_clay_specimen_lodahl.pdf
1943-5622.0000359. Mayne, P.W. and Kulhawy, F.H. (1982). K0-OCR relationships in soil. J. Geotech. Eng. Div.
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https://www.ngm2016.com/uploads/2/1/7/9/21790806/033-026-ngm_2016_-_oedometer_tests_with_measurement_of_internal_friction_between_oedometer_ring_and_clay_specimen_lodahl.pdf
1943-5622.0000359. Mayne, P.W. and Kulhawy, F.H. (1982). K0-OCR relationships in soil. J. Geotech. Eng. Div.
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70
CPT-Guide-6th-Edition-2016.pdf - Gregg Drilling
http://www.greggdrilling.com/wp-content/uploads/2017/07/CPT-Guide-6th-Edition-2016.pdf
If seismic is added, the ability to estimate soil stiffness (E, G & Go) improves further. Soil Type. Dr. Ψ Ko. OCR St.
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http://www.greggdrilling.com/wp-content/uploads/2017/07/CPT-Guide-6th-Edition-2016.pdf
If seismic is added, the ability to estimate soil stiffness (E, G & Go) improves further. Soil Type. Dr. Ψ Ko. OCR St.
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71
Chapter 3 Geotechnical Conditions
https://ocdi.or.jp/tec_st/tec_pdf/tech_207_234.pdf
relationship cu=m×OCR×σ'v0 between the effective soil overburden pressure σ'v0, the consolidation yield stress.
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https://ocdi.or.jp/tec_st/tec_pdf/tech_207_234.pdf
relationship cu=m×OCR×σ'v0 between the effective soil overburden pressure σ'v0, the consolidation yield stress.
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72
1 1. INTRODUCTION TO SOIL MATERIALS 1.1 Definitions Soil
http://www.ingenieroambiental.com/3008/Soil%20Mechanics%20(Richard%20Brachman).pdf
earth, therefore including soil and rock as engineering materials. It combines the basic physical ... A relationship between Ko and the OCR has.
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http://www.ingenieroambiental.com/3008/Soil%20Mechanics%20(Richard%20Brachman).pdf
earth, therefore including soil and rock as engineering materials. It combines the basic physical ... A relationship between Ko and the OCR has.
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73
Numerical analysis of the set-up around the shaft of a closed ...
https://dial.uclouvain.be/pr/boreal/object/boreal%3A228755/datastream/PDF_01/view
When a pile is driven into the ground, soil standing in the path of the pile is heavily distorted as it has to ... K0–OCR relationships in soil. J. Geotech.
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https://dial.uclouvain.be/pr/boreal/object/boreal%3A228755/datastream/PDF_01/view
When a pile is driven into the ground, soil standing in the path of the pile is heavily distorted as it has to ... K0–OCR relationships in soil. J. Geotech.
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74
Finite element simulation of an embankment on soft clay
https://researchmap.jp/read0193955/published_papers/5108897/attachment_file.pdf
K0-OCR relationships in soils. J Geotech Eng, ASCE. 1982;108(GT6):851–72. [20] Oliveira PJV, Lemos LJL, Coelho PALF. Behavior of an atypical embankment on.
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https://researchmap.jp/read0193955/published_papers/5108897/attachment_file.pdf
K0-OCR relationships in soils. J Geotech Eng, ASCE. 1982;108(GT6):851–72. [20] Oliveira PJV, Lemos LJL, Coelho PALF. Behavior of an atypical embankment on.
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75
Undrained stiffness anisotropy from Hollow Cylinder ...
https://cyberleninka.org/article/n/672929
54 peak triaxial compressive undrained shear strengths (from carefully Ko reconsolidated, ... K0-OCR Relationships in Soil. Journal of the Soil.
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https://cyberleninka.org/article/n/672929
54 peak triaxial compressive undrained shear strengths (from carefully Ko reconsolidated, ... K0-OCR Relationships in Soil. Journal of the Soil.
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76
300 Solved Problems Soil / Rock Mechanics and Foundations ...
https://bouassidageotechnics.files.wordpress.com/2016/04/300_solved_problems_in_geotechnical_engineering.pdf
*Exploration–08: Using a boring log to predict soil engineering parameters............... 11 ... *Plastic Settlement-08: The over-consolidation ratio (OCR).
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https://bouassidageotechnics.files.wordpress.com/2016/04/300_solved_problems_in_geotechnical_engineering.pdf
*Exploration–08: Using a boring log to predict soil engineering parameters............... 11 ... *Plastic Settlement-08: The over-consolidation ratio (OCR).
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77
. . . . . . . . . . Transportation Research Division - Maine.gov
http://maine.gov/mdot/research/docs/reports/BrdgRsch_15-12.pdf
and soil engineering properties such as preconsoldiation pressure and ... Figure 8.16: Analysis of OCR and Bq relationship for the Presumpscot clay research ...
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http://maine.gov/mdot/research/docs/reports/BrdgRsch_15-12.pdf
and soil engineering properties such as preconsoldiation pressure and ... Figure 8.16: Analysis of OCR and Bq relationship for the Presumpscot clay research ...
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78
Lateral earth pressure
https://ce.engineeringdesignresources.com/wp-content/uploads/2019/04/Lateral-earth-pressure.pdf
Lateral earth pressure is the pressure that soil exerts in the horizontal ... 3 Bell's relationship ... “K0-OCR relationships in soil”.
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https://ce.engineeringdesignresources.com/wp-content/uploads/2019/04/Lateral-earth-pressure.pdf
Lateral earth pressure is the pressure that soil exerts in the horizontal ... 3 Bell's relationship ... “K0-OCR relationships in soil”.
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79
k0 for soil sites: Observations from KiK-net sites and their use ...
https://journals.sagepub.com/doi/pdf/10.1177/8755293019878188
relationship demonstrates that k0 increases with decreasing Vs30 and increasing ... for Dmin to be assigned based on site-specific soil properties (PI, OCR).
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https://journals.sagepub.com/doi/pdf/10.1177/8755293019878188
relationship demonstrates that k0 increases with decreasing Vs30 and increasing ... for Dmin to be assigned based on site-specific soil properties (PI, OCR).
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80
An Experimental Investigation into the Stress ... - DSpace@MIT
https://dspace.mit.edu/bitstream/handle/1721.1/54841/607526378-MIT.pdf?sequence=2&isAllowed=y
RBBC from all CK0UC triaxial tests compared with K0-consolidation line ... The undrained strength ratio versus OCR relationship is shown in Figure 3-28.
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https://dspace.mit.edu/bitstream/handle/1721.1/54841/607526378-MIT.pdf?sequence=2&isAllowed=y
RBBC from all CK0UC triaxial tests compared with K0-consolidation line ... The undrained strength ratio versus OCR relationship is shown in Figure 3-28.
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81
Empirical correlation between undrained shear strength and ...
https://www.diva-portal.org/smash/get/diva2:1139158/FULLTEXT01.pdf
OCR. Overconsolidation ratio. RMSD. Root-mean-square deviation. SHANSHEP. Stress history and normalized soil engineering properties. Abbreviation.
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https://www.diva-portal.org/smash/get/diva2:1139158/FULLTEXT01.pdf
OCR. Overconsolidation ratio. RMSD. Root-mean-square deviation. SHANSHEP. Stress history and normalized soil engineering properties. Abbreviation.
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82
2.5S.4 Stability of Subsurface Materials and Foundations
https://www.nrc.gov/docs/ML1125/ML11252A635.pdf
K0,OCR=1.41 by Equation 2.5S.4-11B and K0,OCR=1.40 by Equation 2.5S.4-11C. ... For coarse grained soil strata, relationships employing shear wave velocity, ...
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https://www.nrc.gov/docs/ML1125/ML11252A635.pdf
K0,OCR=1.41 by Equation 2.5S.4-11B and K0,OCR=1.40 by Equation 2.5S.4-11C. ... For coarse grained soil strata, relationships employing shear wave velocity, ...
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83
e. example problems and solutions - Access Engineering
https://www.accessengineeringlibrary.com/mhe-lookup/atom-id/adf7ea02a909394c
From Table 9.13: For normally consolidated soil (OCR = 1):. sc = Cc [Ho/(1 + eo)] log [(σ′vo + Δσv)/σ′vo). sc = (0.83)[(2 m)/(1 + 1.1)] log [(150 kPa + 50 ...
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https://www.accessengineeringlibrary.com/mhe-lookup/atom-id/adf7ea02a909394c
From Table 9.13: For normally consolidated soil (OCR = 1):. sc = Cc [Ho/(1 + eo)] log [(σ′vo + Δσv)/σ′vo). sc = (0.83)[(2 m)/(1 + 1.1)] log [(150 kPa + 50 ...
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84
Cone Penetration Test Design Guide for State Geotechnical ...
http://www.dot.state.mn.us/research/reports/2018/201832.pdf
Cone penetrometers, Geographic information systems, Soils by ... Relationship between lateral stress coefficient K0 and YSR or OCR in soils (Ku & Mayne.
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http://www.dot.state.mn.us/research/reports/2018/201832.pdf
Cone penetrometers, Geographic information systems, Soils by ... Relationship between lateral stress coefficient K0 and YSR or OCR in soils (Ku & Mayne.
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85
lateralEarthPressures: Lateral Earth Pressures in geotech
https://rdrr.io/cran/geotech/man/lateralEarthPressures.html
"Ko-OCR Relationships in Soil", Journal of the Geotechnical Engineering Division, ASCE, Vol. 108, No. GT6, pp. 851-872. Rankine, W.J.M. (1857).
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https://rdrr.io/cran/geotech/man/lateralEarthPressures.html
"Ko-OCR Relationships in Soil", Journal of the Geotechnical Engineering Division, ASCE, Vol. 108, No. GT6, pp. 851-872. Rankine, W.J.M. (1857).
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86
Laboratory Investigation on the Stress-Dependent Anisotropic ...
https://www.hindawi.com/journals/ace/2021/6639178/
Kulhawy, “K o—OCR relationships in soil,” Journal of the Geotechnical Engineering Division, vol. 108, no. 6, pp. 851–872, 1982. View at: ...
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https://www.hindawi.com/journals/ace/2021/6639178/
Kulhawy, “K o—OCR relationships in soil,” Journal of the Geotechnical Engineering Division, vol. 108, no. 6, pp. 851–872, 1982. View at: ...
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87
Data report: permeability, consolidation, stress state, and pore ...
http://publications.iodp.org/proceedings/333/ERR/CHAPTERS/333_201.PDF
bility (k0) at the initial porosity for each specimen by assuming a log-linear relationship between porosity and permeability during virgin consolidation ...
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http://publications.iodp.org/proceedings/333/ERR/CHAPTERS/333_201.PDF
bility (k0) at the initial porosity for each specimen by assuming a log-linear relationship between porosity and permeability during virgin consolidation ...
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88
GUIDE TO CONE PENETRATION TESTING
https://www.novotechsoftware.com/downloads/PDF/en/Ref/CPT-Guide-5ed-Nov2012.pdf
Soil Sensitivity. 37. Undrained Shear Strength Ratio (su/σ'vo). 38. Stress History - Overconsolidation Ratio (OCR). 39. In-Situ Stress Ratio (Ko).
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https://www.novotechsoftware.com/downloads/PDF/en/Ref/CPT-Guide-5ed-Nov2012.pdf
Soil Sensitivity. 37. Undrained Shear Strength Ratio (su/σ'vo). 38. Stress History - Overconsolidation Ratio (OCR). 39. In-Situ Stress Ratio (Ko).
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89
Rigidity of “Warsaw clay” from the Poznań Formation ...
https://www.degruyter.com/document/doi/10.1515/geo-2020-0030/pdf
Keywords: cohesive soils, rigidity index, undrained ... shear modulus (G) to the undrained soil strength (Su) and is ... Ko- OCR relationships in soil.
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https://www.degruyter.com/document/doi/10.1515/geo-2020-0030/pdf
Keywords: cohesive soils, rigidity index, undrained ... shear modulus (G) to the undrained soil strength (Su) and is ... Ko- OCR relationships in soil.
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90
Chapter 6 - Geotechnical - Institute for Transportation
https://intrans.iastate.edu/app/uploads/sites/15/2019/12/Chapter_06-2019.pdf
relationships for compacted cohesive and cohesionless soil materials are included. ... Soil identification. Medium. Overconsolidation ratio (OCR),. K0.
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https://intrans.iastate.edu/app/uploads/sites/15/2019/12/Chapter_06-2019.pdf
relationships for compacted cohesive and cohesionless soil materials are included. ... Soil identification. Medium. Overconsolidation ratio (OCR),. K0.
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91
Ground Deformation Induced by Vacuum Consolidation
https://www.newcastle.edu.au/__data/assets/pdf_file/0006/23298/77-Ground-deformation-induced-by-vacuum-consolidation.pdf
“Ko-OCR relationships in soils.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 108(6), 851–872. Mohamedelhassan, E ...
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https://www.newcastle.edu.au/__data/assets/pdf_file/0006/23298/77-Ground-deformation-induced-by-vacuum-consolidation.pdf
“Ko-OCR relationships in soils.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 108(6), 851–872. Mohamedelhassan, E ...
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92
Correlations of soil and rock properties in geotechnical ... - Issuu
https://issuu.com/luisalbertocollazospasco/docs/correlations_of_soil_and_rock_prope
4.9 Correlation of Overconsolidation Ratio (Ocr) with N for Clay Soil . ... For K0-consolidated soils, it can be shown from the first ...
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https://issuu.com/luisalbertocollazospasco/docs/correlations_of_soil_and_rock_prope
4.9 Correlation of Overconsolidation Ratio (Ocr) with N for Clay Soil . ... For K0-consolidated soils, it can be shown from the first ...
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93
ROSA P
https://rosap.ntl.bts.gov/view/dot/14969/dot_14969_DS1.pdf
Table 46 K0 and OCR values from DMT based on Kulhawy and Mayne, (1982) . ... relationship is the same that is used in common everyday soil ...
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https://rosap.ntl.bts.gov/view/dot/14969/dot_14969_DS1.pdf
Table 46 K0 and OCR values from DMT based on Kulhawy and Mayne, (1982) . ... relationship is the same that is used in common everyday soil ...
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94
The undrained shear strength anisotropy of four Jurassic to ...
https://spiral.imperial.ac.uk/bitstream/10044/1/45598/2/JGEOT.15.P.227.pdf
Ko-OCR Relationships in. Soil. J. Soil Mech. Found. Div. 108, No. 6, 851–872. Minh, N. A., Nishimura, S., Takahashi, A. & Jardine, ...
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https://spiral.imperial.ac.uk/bitstream/10044/1/45598/2/JGEOT.15.P.227.pdf
Ko-OCR Relationships in. Soil. J. Soil Mech. Found. Div. 108, No. 6, 851–872. Minh, N. A., Nishimura, S., Takahashi, A. & Jardine, ...
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95
The coefficient of earth pressure at rest, K0 - LinkedIn
https://www.linkedin.com/pulse/coefficient-earth-pressure-rest-k0-francesco-salvatore-onorio
Just to add on David's comments, the simplified Jaky equation is only "suitable" for NC soils. The relationship that uses OCR that I have seen ...
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https://www.linkedin.com/pulse/coefficient-earth-pressure-rest-k0-francesco-salvatore-onorio
Just to add on David's comments, the simplified Jaky equation is only "suitable" for NC soils. The relationship that uses OCR that I have seen ...
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96
PLAXIS The SHANSEP MC model 2016 - Bentley Communities
https://communities.bentley.com/cfs-file/__key/communityserver-wikis-components-files/00-00-00-01-05/Plaxis_5F00_UDSM_5F002D005F00_SHANSEP_5F00_MC_5F00_model_5F002500_282016_2500_29.pdf
The SHANSEP MC model (Stress History and Normalized Soil Engineering ... Figure 2.4 Relationship between Eu/Su and OCR for different ranges of the ...
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https://communities.bentley.com/cfs-file/__key/communityserver-wikis-components-files/00-00-00-01-05/Plaxis_5F00_UDSM_5F002D005F00_SHANSEP_5F00_MC_5F00_model_5F002500_282016_2500_29.pdf
The SHANSEP MC model (Stress History and Normalized Soil Engineering ... Figure 2.4 Relationship between Eu/Su and OCR for different ranges of the ...
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97
REFERENCES - TDX
https://www.tdx.cat/bitstream/handle/10803/6224/11REFERENCIAS.pdf?sequence=35.xml
12th Int. Conf. on Soil Mechanics and Foundation Engineering, Rio de ... The relationship between suction and swelling ... K0-OCR relationships in soil.
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https://www.tdx.cat/bitstream/handle/10803/6224/11REFERENCIAS.pdf?sequence=35.xml
12th Int. Conf. on Soil Mechanics and Foundation Engineering, Rio de ... The relationship between suction and swelling ... K0-OCR relationships in soil.
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