Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program

A series of unsaturated soil triaxial tests were performed on four soils including sand, silt, and a low plasticity clay. Attempts were made to correlate unsaturated soil properties from these tests and data from the literature with soil-water characteristics curve (SWCC), soil gradation, and satura...

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Veröffentlicht in:	Journal of geotechnical and geoenvironmental engineering 2008-11, Vol.134 (11), p.1619-1632
Hauptverfasser:	Houston, Sandra L, Perez-Garcia, Natalia, Houston, William N
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Behavior Buildings. Public works Clay Data bases Exact sciences and technology Feasibility studies Geotechnics Q1 sandy soils silt Soil investigations. Testing soil properties TECHNICAL PAPERS
Online-Zugang:	Volltext
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