BEHAVIOR OF SHIRAZ SILTY CLAY UNDER SIMPLE SHEAR CYCLIC LOADING

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HATAF N.; RAHIME B.

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Journal Paper

Paper Information

Journal: MODARES TECHNICAL AND ENGINEERING Year:2002 | Volume:- | Issue:8 Page(s): 11-24

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Title

BEHAVIOR OF SHIRAZ SILTY CLAY UNDER SIMPLE SHEAR CYCLIC LOADING

Author(s)

HATAF N. | RAHIME B. | Issue Writer Certificate

Keywords

SILTY CLAY

SIMPLE SHEAR

CYCLIC LOADING

Abstract

In this paper, results of a series of static and dynamic tests performed on Shiraz SILTY CLAY, are presented. Using these test results, the effect of dynamic loading in reducing the stiffness and consequent degradation of the soil is illustrated. Different factors affecting the rate of reduction of soil stiffness are investigated. Among these factors the effects of reconsolidation pressure, cyclic strain amplitude and number of load cycles on the soil behavior are studied and empirical relationships correlating the soil stiffness to these factors are derived. Variation of soil damping ratio during CYCLIC LOADING is also highlighted. The normalized behavior of Shiraz SILTY CLAY, under both static and dynamic loading is investigated.

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APA: Copy

HATAF, N., & RAHIME, B.. (2002). BEHAVIOR OF SHIRAZ SILTY CLAY UNDER SIMPLE SHEAR CYCLIC LOADING . MODARES TECHNICAL AND ENGINEERING, -(8), 11-24. SID. https://sid.ir/paper/528074/en

Vancouver: Copy

HATAF N., RAHIME B.. BEHAVIOR OF SHIRAZ SILTY CLAY UNDER SIMPLE SHEAR CYCLIC LOADING . MODARES TECHNICAL AND ENGINEERING[Internet]. 2002;-(8):11-24. Available from: https://sid.ir/paper/528074/en

IEEE: Copy

N. HATAF, and B. RAHIME, “BEHAVIOR OF SHIRAZ SILTY CLAY UNDER SIMPLE SHEAR CYCLIC LOADING ,” MODARES TECHNICAL AND ENGINEERING, vol. -, no. 8, pp. 11–24, 2002, [Online]. Available: https://sid.ir/paper/528074/en

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