Soil Liquefaction: Mechanism and Assessment of Liquefaction Susceptibility

Author:

Cudmani Roberto

Publisher

Springer Fachmedien Wiesbaden

Reference16 articles.

1. Seed, H. B.; Lee, K. E.: Liquefaction of saturated sand during cyclic loading. J. Soil Mech. and Found. Div., ASCE, 92 (SM6), 1966, 105-134.

2. Osinov, V. A. Wave-induced liquefaction of a saturated sand layer. Continuum Mech. Thermodyn., 12(5), 2000, 325-339.

3. Cudmani, R. ; Osinov V. A.; Bühler M. M.; Gudehus G.: A model for the evaluation of liquefaction susceptibility in layered soils due to earthquakes. In: Proceedings 12th Panamerican Conference on SMGE, Vol.1, 2003, 969-977.

4. Seed, H. B.; Idriss, I. M.: Simplified procedure for evaluating soil liquefaction potential; Journal of the Soil Mechanics and Foundations Division, ASCE}, Vol. 107, No. SM9, 1970, 1249-1274.

5. Niemunis, A.; Herle, I.: Hypoplastic model for cohesionless soils with elastic strain range; Mech. Cohesive-frictional Mater., 2(4); 1997: 279-299.

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