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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 49
INNOVATION IN CIVIL AND CONSTRUCTION ENGINEERING
Edited by: M.B. Leeming and B.H.V. Topping
Paper XI.4

Liquefaction of Silts and Silty Sands

S. Singh

Department of Civil Engineering, University of Santa Clara, Santa Clara, United States of America

Full Bibliographic Reference for this paper
S. Singh, "Liquefaction of Silts and Silty Sands", in M.B. Leeming, B.H.V. Topping, (Editors), "Innovation in Civil and Construction Engineering", Civil-Comp Press, Edinburgh, UK, pp 261-264, 1997. doi:10.4203/ccp.49.11.4
Abstract
The paper critically examines the influence of non-plastic fine contents on the liquefaction behavior of sands. The studies reported in the literature are reviewed. It appears that it is not easy to clarify the influence of fines using parameters such as relative density and void ratio currently used for sands. The affects of fines beyond about 20% on liquefaction behavior of sand are more complex than previously thought.

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