Evaluation of shear strength of cohesionless soil due to excess pore water pressure

Author:

Al-Karni Awad A.

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference22 articles.

1. Al-Karni AA (2006) Effect of pore water pressure on stress–strain characteristics of dense sand. Soil and Rock Behavior Modeling, Geotechnical Special Publication No. 150, ASCE, pp 35–41

2. Bishop AW, Eldin G (1950) Undrained triaxial tests on saturated sands and their significance in the general theory of shear strength. Geotechnique 2(1):13–32

3. Bishop AW, Henkel DJ (1957) The measurement of soil properties in the triaxial test, 2nd edn. Edward Arnold, London

4. Bjerrum L, Kringstad S, Kummeneje O (1961) The shear strength of a fine sand. Proceedings of the 5th International Conference of Soil Mechanics, vol 1, Paris, pp 29–37

5. Casagrande A (1975) Liquefaction and cyclic deformation of sands, a critical review. Proceedings of the Fifth Pan American Conference on Soil Mechanics and Foundation Engineering, Buenos Aires (reprinted as Harvard Soil Mechanics Series, no. 88)

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