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Paper XVIII.5

Bearing Capacity of Strip Foundation on Top of a Clay Slope

B.M. Das and V.K. Puri

Department of Civil Engineering and Mechanics, Southern Illinois University of Carbondale, USA

doi:10.4203/ccp.9.18.5

B.M. Das, V.K. Puri, "Bearing Capacity of Strip Foundation on Top of a Clay Slope", in B.H.V. Topping, (Editor), "Proceedings of the Fourth International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 235-240, 1989. doi:10.4203/ccp.9.18.5

Abstract

Laboratory model test results for the ultimate bearing capacity of a strip foundation located at the edge of a clay slope under undrained condition (phi = 0) have been presented. For all tests reported, the depth of the foundation has been kept at zero (surface foundation condition). The ultimate bearing capacity variation with the slope angle determined from laboratory tests has been compared with existing theories. The variation of the foundation settlement at ultimate load with change of the slope angle has also been 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: 9/10 PROCEEDINGS OF THE FOURTH INTERNATIONAL CONFERENCE ON CIVIL AND STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping Paper XVIII.5 Bearing Capacity of Strip Foundation on Top of a Clay Slope B.M. Das and V.K. Puri Department of Civil Engineering and Mechanics, Southern Illinois University of Carbondale, USA doi:10.4203/ccp.9.18.5 purchase the full-text of this paper Full Bibliographic Reference for this paper B.M. Das, V.K. Puri, "Bearing Capacity of Strip Foundation on Top of a Clay Slope", in B.H.V. Topping, (Editor), "Proceedings of the Fourth International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 235-240, 1989. doi:10.4203/ccp.9.18.5 Abstract Laboratory model test results for the ultimate bearing capacity of a strip foundation located at the edge of a clay slope under undrained condition (phi = 0) have been presented. For all tests reported, the depth of the foundation has been kept at zero (surface foundation condition). The ultimate bearing capacity variation with the slope angle determined from laboratory tests has been compared with existing theories. The variation of the foundation settlement at ultimate load with change of the slope angle has also been 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 £78 +P&P)
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