Influence of the initial water content and dry density on the soil–water retention curve and the shrinkage behavior of a compacted clay

Agus S, and Schanz T (2005) Comparison of four methods for measuring total suction. Vadose Zone J (4):1087–1095

Barden L, Sides GR (1970) Engineering behavior and structure of compacted clay. J Soil Mech Found Div (ASCE) (96(SM 4)):1171–1200

Boso M (2005) Shear strength behaviour of a reconstituted partially saturated clayey silt. PhD dissertation, Università degli Studi di Trento

Campbell EC, Campbell GS, Barlow WK (1973) A dewpoint hygrometer for water potential measurement. Agric Meteorol 12:113–121

Croney D, Coleman JD (1954) Soil structure in relation to soil suction (pF). J Soil Sci 5(1):75–84

Daniel DE, Wu Y-K (1993) Compacted clay liners and covers for arid sites. J Geotech Eng 119(2):227–237

Delage P, Audiguier M, Cui YJ, Howat MD (1996) Microstructure of a compacted silt. Can Geotech J 33:150–159

Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley, New York

Haines W (1923) The volume-change associated with variations of water content in soil. J Agric Sci 13:296–310

Leong E-C, Tripathy S, Rahardjo H (2003) Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique. Géotechnique 53(2):173–182

Miller CJ, Yesiller N, Yaldo K, Merayyan S (2002) Impact of soil type and compaction conditions on soil water characteristic. J Geotech Geoenviron Eng 128(9):733–742

Mitchell JK, Soga K (2005) Fundamentals of soil behavior. Wiley, New York

Ng CWW, Pang YW (2000a) Influence of stress state on soil-water characteristics and slope stability. J Geotech Geoenviron Eng 2000:167–188

Ng CWW, Pang YW (2000b) Experimental investigations of the soil-water characteristics of a volcanic soil. Can Geotech J 37(61):1252–1264

Romero E, Gens A, Lloret A (1999) Water permeability, water retention and microstructure of unsaturated compacted Boom clay. Eng Geol 54:117–127

Romero E, Vaunat J (2000) Retention curves of deformable clays. In: Proceedings of an international workshop on unsaturated soils, experimental evidence and theoretical approaches in unsaturated soils. Trento, pp 91–106

Sivakumar V, Tan WC, Murray EJ, McKinley JD (2006) Wetting, drying and compression characteristics of compacted clay. Géotechnique 56(1):57–62

Sun D, Sheng DC, Cui HB, Li J (2006) Effect of density on the soil–water-retention behaviour of compacted soil, proceedings of the fourth international conference on unsaturated soils. Ariz, 2006, Published by ASCE 1:1338–1347

Tarantino A, Tombolato S (2005) Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay. Géotechnique 55(4):307–317

Thakur VKS, Sreedeep S, und Singh DN (2005) Parameters affecting soil-water characteristic curves of fine-grained soils. J Geotech Geoenviron Eng 131(4):521–524

Thom R, Sivakumar R, Sivakumar V, Murray EJ, Mackinnon P (2007) Pore size distribution of unsaturated compacted kaolin: the initial states and final states following saturation. Géotechnique 57(5):469–474

Tinjum JM, Benson CH, Blotz LR (1997) Soil-water characteristic curves for compacted clays. J Geotech Geoenviron Eng 123(11):1060–1069

van Genuchten MTh (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44:892–898

Vanapalli SK, Fredlund DG, Pufahl DE (1999) The influence of soil structure and stress history on the soil-water characteristics of a compacted till. Géotechnique 49(2):143–159