Suction-Volume Change Indices for Natural and Recompacted Clay Soils

[1]  S. Houston,et al.  Review of expansive and collapsible soil volume change models within a unified elastoplastic framework , 2021, Soils and Rocks.

[2]  I. Noorany Soil Tests for Prediction of One-Dimensional Heave and Settlement of Compacted Fills , 2018, PanAm Unsaturated Soils 2017.

[3]  W. N. Houston,et al.  Suction-Oedometer Method for Computation of Heave and Remaining Heave , 2018, PanAm Unsaturated Soils 2017.

[4]  Harianto Rahardjo,et al.  Unsaturated Soil Mechanics in Engineering Practice: Fredlund/Unsaturated Soil Mechanics , 2012 .

[5]  D. Fredlund,et al.  Volume–mass unsaturated soil constitutive model for drying–wetting under isotropic loading–unloading conditions , 2011 .

[6]  J. M. Padilla,et al.  An Oedometer-Type Pressure Plate SWCC Apparatus , 2008 .

[7]  William N. Houston,et al.  Expansion Index and Its Relationship with Other Index Properties , 2006 .

[8]  D. D. Overton,et al.  Time Rate of Heave Prediction for Expansive Soils , 2006 .

[9]  D. Fredlund,et al.  A Volume-Mass Constitutive Model for Unsaturated Soils in Terms of Two Independent Stress State Variables , 2005 .

[10]  Delwyn G. Fredlund,et al.  The prediction of one-, two-, and three-dimensional heave in expansive soils , 2004 .

[11]  Robert L. Lytton,et al.  Estimating Soil Swelling Behavior Using Soil Classification Properties , 2001 .

[12]  Kenneth D. Walsh,et al.  Soil-water characteristic curve variability , 2000 .

[13]  Simon J. Wheeler,et al.  An elasto-plastic critical state framework for unsaturated soil , 1995 .

[14]  Antonio Gens,et al.  A framework for the behaviour of unsaturated expansive clays , 1992 .

[15]  Delwyn G. Fredlund,et al.  Constitutive relations for volume change in unsaturated soils , 1976 .