Effect of physical parameters on static undrained resistance of sandy soil with low silt content-Reference-Cited by-同舟云学术

Effect of physical parameters on static undrained resistance of sandy soil with low silt content

Published:2011-10 Issue:10 Volume:31 Page:1324-1331
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Maleki M.,Ezzatkhah A.,Bayat M.,Mousivand M.

Publisher

Elsevier BV

Subject

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

Reference22 articles.

1. Ishihara K, Kosaki J. Discussion on cyclic shear strength of fines-containing sands. Earthquake Geotechnical Engineering. In: Proceedings of the XII international conference on soil mechanics. Amsterdam: A.A. Balkema; 1989. p. 101–6.

2. Yasuda S, Wakamatsu K, Nagase H. Liquefaction of artificially filled silty sands. Ground failures under seismic condition. Geotechnical special publication no. 44, ASCE, 1994. p. 91–104.

3. Liquefaction and flow failure during earthquakes;Ishihara;Geotechnique,1993

4. Chang NY, Yeh ST, Kaufman LP. Liquefaction potential of clean and silty sands. In: Proceedings of the third international earthquake microzonation conference, Seattle, vol. 2, 1982. p. 1017–32. Newman J, editor. Electrochemical systems, 2nd ed. Englewood Cliffs, NJ: Prentice-Hall; 1991.

5. Liquefaction of silty soils. Ground failure under seismic conditions. Geotechnical special publication no. 44;Vaid,1994

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