Concepedia

Relationship between<i>K</i><sub>0</sub>and overconsolidation ratio: a theoretical approach

V. Sivakumar, I. G. Doran, J. Graham, T. Navaneethan

Géotechnique · 2002 · 15 citations · 25 references

Concepts

EngineeringCivil EngineeringSoil SciencesGeotechnical EngineeringMechanical Behavior Of MaterialsSoil MechanicsClay MineralogyClay MineralsRock AnisotropySoil CompressibilitySoil-structure InteractionClaysOverconsolidationOverconsolidation EffectsOverconsolidation RatioStructure Of Clay Soils

Abstract

Keywords: anisotropy ; clays ; elasticity ; in-ground stresses ; overconsolidation ; sampling ; yielding ... Show All

References

25

Bearing Capacity and Settlement of Pile Foundations

G. G. Meyerhof · Journal of the Geotechnical Engineering Division · 1976 · 877 citations

Engineering, Civil Engineering, Foundation Engineering +15

K <sub>o</sub> - OCR Relationships in Soil

Paul W. Mayne, Fred H. Kulhawy · Journal of the Geotechnical Engineering Division · 1982 · 661 citations

Engineering, Earth Sciences, Soil Sciences +16

Earth Pressures at Rest Related to Stress History

E. W. Brooker, Herbert O. Ireland · Canadian Geotechnical Journal · 1965 · 396 citations

Natural Sciences, Earth Sciences, Geophysics +13

Anisotropic elasticity of a natural clay

J. Graham, G. T. Houlsby · Géotechnique · 1983 · 391 citations

Engineering, Civil Engineering, Earth Sciences +16

Application of an anisotropic hardening model in the analysis of elasto–plastic deformation of soils

Z. Mróz, V. A. Norris, O.C. Zienkiewicz · Géotechnique · 1979 · 282 citations

Engineering, Civil Engineering, Geotechnical Engineering +14