Undrained torsional shear tests on gravelly soils

Author:

Kuenza Karma,Towhata Ikuo,Orense Roland P.,Wassan Talib H.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference12 articles.

1. Chang N, Yey S, Kaufman L (1982) Liquefaction potential of clean and silty-sands. In: Proc 3rd Int Earthquake Microzonation Conf, vol 2, pp 1018?1032

2. Evans M, Zhou S (1995) Liquefaction behavior of sand-gravel composites. ASCE J Geotech Eng 121(3):287?298

3. Ishihara K (1993) Liquefaction and flow during earthquakes. Geotechnique 43(3):351?415

4. Koester J (1994) The influence of fines type and content on cyclic strength in ground failures under seismic conditions. ASCE Publ 44:17?33

5. Kuerbis R, Negussey D, Vaid Y (1988) Effect of gradation and fines content on the undrained response of sand. In: Van Zyl DJA, Vick SG (eds) Hydraulic fill structures. ASCE, NY, Geotech Spec Publ 21:330?345

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