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B.M. Das* and E.C. Shin#

*School of Engineering and Computer Science, California State University, Sacramento, United States of America
#Department of Civil Engineering, University of Inchon, Inchon, South Korea

doi:10.4203/ccp.49.11.1

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B.M. Das, E.C. Shin, "Cyclic Load-Induced Settlement of Foundations on Clay", in M.B. Leeming, B.H.V. Topping, (Editors), "Innovation in Civil and Construction Engineering", Civil-Comp Press, Edinburgh, UK, pp 241-246, 1997. doi:10.4203/ccp.49.11.1

Abstract

In the initial stages of cyclic load application, a foundation undergoes some permanent settlement. This paper provides the laboratory model test results for the cyclic load-induced settlement for a strip foundation supported by a saturated clay. In performing the tests, the foundation was initially subjected to an allowable static load, after which a cyclic load with a frequency of l cps was superimposed on it The magnitudes of the static load and the amplitude of the cyclic load were varied. Based on the model test results, relationships for the foundation settlement and intensities of the static and cyclic loads are presented.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	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.1 Cyclic Load-Induced Settlement of Foundations on Clay B.M. Das* and E.C. Shin# *School of Engineering and Computer Science, California State University, Sacramento, United States of America #Department of Civil Engineering, University of Inchon, Inchon, South Korea doi:10.4203/ccp.49.11.1 purchase the full-text of this paper Full Bibliographic Reference for this paper B.M. Das, E.C. Shin, "Cyclic Load-Induced Settlement of Foundations on Clay", in M.B. Leeming, B.H.V. Topping, (Editors), "Innovation in Civil and Construction Engineering", Civil-Comp Press, Edinburgh, UK, pp 241-246, 1997. doi:10.4203/ccp.49.11.1 Abstract In the initial stages of cyclic load application, a foundation undergoes some permanent settlement. This paper provides the laboratory model test results for the cyclic load-induced settlement for a strip foundation supported by a saturated clay. In performing the tests, the foundation was initially subjected to an allowable static load, after which a cyclic load with a frequency of l cps was superimposed on it The magnitudes of the static load and the amplitude of the cyclic load were varied. Based on the model test results, relationships for the foundation settlement and intensities of the static and cyclic loads are presented. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £85 +P&P)
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