Critical embedment depth of a rigid retaining wall against overturning in unsaturated soils considering intermediate principal stress and strength nonlinearity
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-016-3142-9.pdf
Reference26 articles.
1. FREDLUND D G, RAHARDJO H. Soil mechanics for unsaturated soils [M]. New York: John Wiley and Sons, 1993.
2. LU Ning, LIKOS W J. Unsaturated soil mechanics [M]. New York: John Wiley and Sons, 2004.
3. YU Mao-hong. Advance in strength theories of materials under the complex stress state in the 20th Century [J]. Applied Mechanics Reviews 2002, 55(3): 169–218.
4. MACARI E J, HOYOS L R. Mechanical behavior of an unsaturated soil under multi-axial stress states [J]. Geotechnical Testing Journal 2001, 24(1): 14–22.
5. MATSUOKA H, SUN De-an, KOGANE A, FUKUZAWA N, ICHIHARA W. Stress-strain behaviour of unsaturated soil in true triaxial tests [J]. Canadian Geotechnical Journal 2002, 39(3): 608–619.
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