An Investigation on the Effect of Intermediate Principal Stress on the Solution of Bearing Capacity Problems by the Method of Stress Characteristics

Author:

Jahanandish Mojtaba,Zeydabadinejad Mohamadbagher

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference58 articles.

1. Abelev AV, Lade PV (2003) Effects of cross-anisotropy on three-dimensional behavior of sand. I: Stress–strain behavior and shear banding. J Eng Mech 129(2):160–166

2. Airey DW, Wood DM (1988) The Cambridge true triaxial apparatus. In: Donaghe RT, Chaney RC, Silver ML (eds) Advanced triaxial testing of soil and rock. ASTM STP 977. American Society for Testing and Materials (ASTM), Philadephia, PA, pp 796–805

3. Bishop AW (1966) The strength of soils as engineering materials. 6th Rankine Lecture. Geotechnique 16(2):91–128

4. Bolton MD, Lau CK (1993) Vertical bearing capacity factors on Mohr Coulomb soil. Canad. Geotech. J. 30:1024–1033

5. Choi C, Arduino P, Harney MD (2007) Development of a true triaxial apparatus for sands and gravels. Geotech Test J 31(1):1–13

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