VOLUME CHANGE CHARACTERISTICS OF UNSATURATED CLAY

Keywords

Stress path, Geotechnical engineering, Compaction, Degree of saturation, Effective stress

References

No references recorded for this paper.

Cited by

• La migration des particules fines comme approche d'explication du mécanisme de l'effondrement des solsTahar Ayadat, B. Belouahri, R. Aït Ammar — 1998
• A Volume-Mass Constitutive Model for Unsaturated Soils in Terms of Two Independent Stress State VariablesHung Q. Pham — 2005
• CARACTERIZACIÓN EXPERIMENTAL DEL COMPORTAMIENTO HIDROMECÁNICO DE UNA ARCILLA COMPACTADA.Buenfil Berzunza, Carlos Manuel — 2007
• Techniques d'expérimentales pour l'étude des sols non saturésFeth-Ellah Mounir Derfouf, Saïd Taibi, Nabil Abou‐Bekr — 2009
• Uncoupled and coupled solutions of volume change problems in expansive soilsVu Quang Hung — 2002
• Finite element modeling of lateral swelling pressure distribution behind earth retaining structuresMustafa Aytekin — 1992
• 締固めおんじゃく(玄武岩風化土)の圧縮性高山 昌照, 肥山 浩樹, 大坪 政美 — 1997
• 砂・ベントナイト混合材料の圧縮・せん断特性に及ぼすサクションの影響佐川 修, Masayuki HYODO, Yukio NAKATA — 2008
• Evaluation of bridge approach slabs, performance and designR Luna, Jonathan L. Robison, Andrew J. Wilding — 2003
• A FINITE ELEMENT MODEL FOR COUPLED DEFORMATION-FLOW ANALYSIS OF UNSATURATED SOIL-STRUCTURE SYSTEMS AND ITS VALIDATIONHadakopan Krishnapillai — 2011
• DETERMINATION DE LA CONDUCTIVITE HYDRAULIQUE D'UN LIMON NON SATURES. Ed Diny, F. Masrouri, J.-P. Tisot — 1993
• Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive SoilsHana H. Adem — 2015
• 乾燥側で締固めたおんじゃく (玄武岩風化土) の水浸による圧縮性・せん断強度の変化浩樹 肥山, 昌照 高山, 政美 大坪 — 2002
• FAILURE PROCESS OF STONE COLUMNS IN COLLAPSIBLE SOILSTahar Ayadat, Adel Hanna, M. Etezad — 2008
• Influence du coefficient d'uniformité sur l'amplitude et le taux de l'affaissement des solsTahar Ayadat, B. Belouahri — 1996
• Soil water movement through swelling soilsJagath Ekanayake — 1990
• MICROSTRUCTURAL ANALYSIS OF UNSATURATED GRANULAR SOILS USING X-RAY COMPUTED TOMOGRAPHYKalehiwot Nega Manahiloh — 2013
• Numerical modelling of multiphase flow in unsaturated deforming porous mediaJavad Ghorbani, Majidreza Nazem, John Carter — 2016
• An investigation of the three-dimensional thermo/hydro/mechanical behaviour of large scale in-situ experimentsTroy Alexander Melhuish — 2005
• Compaction of coal wash to optimise its utilisation as water-front reclamation fillCholachat Rujikiatkamjorn, Buddhima Indraratna, Gabriele Chiaro — 2013

Related papers

• Effect of variable confining pressure on cyclic behaviour of granular soil under triaxial testsQi Sun, Yuanqiang Cai, Jian Chu — 2017
• Experimental investigation of the influence of differential stress, confining pressure and strain on aquifer sandstone permeabilityXiaoyan Ni, Zhanqing Chen, Peng Wang — 2020
• A large triaxial investigation of the stress-path-dependent behavior of compacted rockfillMing Xu, Erxiang Song, Jinfeng Chen — 2012
• Experimental study of two saturated natural soils and their saturated remoulded soils under three consolidated undrained stress pathsMingjing Jiang, Haijun Hu, Jianbing Peng — 2011
• Simulation of liquefaction of unsaturated soil using critical state soil modelVeerayut Komolvilas, Mamoru Kikumoto — 2017
• A microstructurally based effective stress for unsaturated soilsEduardo Alonso Pérez de Ágreda, Jean‐Michel Pereira, Jean Vaunat — 2010
• Experimental Study on Mechanical and Acoustic Emission Characteristics of Rock Samples under Different Stress PathsTao Qin, Hongru Sun, Heng Liu — 2018
• Monotonic and cyclic characteristics of K0-Consolidated saturated soft clay under a stress path involving a variable confining pressureJun Wang, Lei Wu, Yuanqiang Cai — 2020
• A hydro-mechanical constitutive model for unsaturated soils over a wide saturation rangeXiaoqiang Li, Dechun Lu, Qingtao Lin — 2023