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Paper VII.4

Cyclic Loading Induced Settlement of Strip Foundation on Geogrid Reinforced Saturated Clay

B.M. Das*, G. Singh#, E.C. Shin** and V.K. Puri+

*School of Engineering, California State University, Sacramento, USA
#Department of Civil Engineering, University of Leeds, Leeds, UK
**Civil Engineering Department, University of Inchon, Inchon, Korea
+Southern Illinois University, Carbondale, USA

doi:10.4203/ccp.30.7.4

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B.M. Das, G. Singh, E.C. Shin, V.K. Puri, "Cyclic Loading Induced Settlement of Strip Foundation on Geogrid Reinforced Saturated Clay", in B.H.V. Topping, (Editor), "Developments in Computer Aided Design and Modelling for Civil Engineering", Civil-Comp Press, Edinburgh, UK, pp 149-154, 1995. doi:10.4203/ccp.30.7.4

Abstract

Laboratory model test results on the permanent settlement of a surface strip foundation on geogrid-reinforced saturated clay due to combinations of static and low-frequency cyclic loading are presented. For the present tests, only one type of geogrid and one type of clay soil were used. Based on the laboratory test results, the variation of the maximum permanent settlement with the intensity of the static load and the intensity of the amplitude of the cyclic load were also analyzed.

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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: 30 DEVELOPMENTS IN COMPUTER AIDED DESIGN AND MODELLING FOR CIVIL ENGINEERING Edited by: B.H.V. Topping Paper VII.4 Cyclic Loading Induced Settlement of Strip Foundation on Geogrid Reinforced Saturated Clay B.M. Das, G. Singh#, E.C. Shin* and V.K. Puri+ School of Engineering, California State University, Sacramento, USA #Department of Civil Engineering, University of Leeds, Leeds, UK *Civil Engineering Department, University of Inchon, Inchon, Korea +Southern Illinois University, Carbondale, USA doi:10.4203/ccp.30.7.4 purchase the full-text of this paper Full Bibliographic Reference for this paper B.M. Das, G. Singh, E.C. Shin, V.K. Puri, "Cyclic Loading Induced Settlement of Strip Foundation on Geogrid Reinforced Saturated Clay", in B.H.V. Topping, (Editor), "Developments in Computer Aided Design and Modelling for Civil Engineering", Civil-Comp Press, Edinburgh, UK, pp 149-154, 1995. doi:10.4203/ccp.30.7.4 Abstract Laboratory model test results on the permanent settlement of a surface strip foundation on geogrid-reinforced saturated clay due to combinations of static and low-frequency cyclic loading are presented. For the present tests, only one type of geogrid and one type of clay soil were used. Based on the laboratory test results, the variation of the maximum permanent settlement with the intensity of the static load and the intensity of the amplitude of the cyclic load were also analyzed. 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 £60 +P&P)
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