Influence of index properties on shape of cyclic strength curve for clay-silt mixtures

Author:

Ajmera Beena,Brandon Thomas,Tiwari Binod

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference68 articles.

1. Sangrey DA, France JW. Peak strength of clay soils after a repeated loading history. In: Proceedings of the ninth international symposium on soils under cyclic and transient loading. vol. 1; 1980. p. 421–30.

2. Fourth avenue landslide during 1964 Alaskan earthquake;Stark;J Geotech Geoenviron Eng,1998

3. Boulanger RW, Idriss IM. Evaluating the potential for liquefaction or cyclic failure of silts and clays, Report No. UCD/CGM-04/01 at University of Davis; 2004.

4. Behavior of a fine-grained soil During the Loma Prieta earthquake;Boulanger;Can Geotech J,1998

5. The Mexico earthquake of September 19. 1985 – behavior of building foundations in Mexico city;Mendoza;Earthq Spectra,1985

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