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A.N. Alekhin* and B.V. Nikulin+,

*The Urals Railway Institute, Sverdlovsk, USSR
+The City Research and Development Centre, Sverdlovsk, USSR

doi:10.4203/ccp.9.18.7

A.N. Alekhin, B.V. Nikulin, "New Developments in Comuter Aided Prediction of Soil Base Settlements", in B.H.V. Topping, (Editor), "Proceedings of the Fourth International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 249-254, 1989. doi:10.4203/ccp.9.18.7

Abstract

At present Computer-Aided Analysis of geotechnical problems is based to a considerable extent on non-linear behaviour models of soil. Application of these models makes it possible to describe the real stress-strain behaviour of soil mass under loading conditions more correctly. The method and computer system "Hypoplate" described in this paper predict with great accuracy the soil stress-strain relationships, including the settlements at pressures causing non-linear deformation. The computer system may be used for determining the soil base settlements or soil deformation parameters when it is difficult or impossible to do by conventional in-situ plate-bearing test (for example for saturated soft soils or offshore conditions).

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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.7 New Developments in Comuter Aided Prediction of Soil Base Settlements A.N. Alekhin* and B.V. Nikulin+, *The Urals Railway Institute, Sverdlovsk, USSR +The City Research and Development Centre, Sverdlovsk, USSR doi:10.4203/ccp.9.18.7 purchase the full-text of this paper Full Bibliographic Reference for this paper A.N. Alekhin, B.V. Nikulin, "New Developments in Comuter Aided Prediction of Soil Base Settlements", in B.H.V. Topping, (Editor), "Proceedings of the Fourth International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 249-254, 1989. doi:10.4203/ccp.9.18.7 Abstract At present Computer-Aided Analysis of geotechnical problems is based to a considerable extent on non-linear behaviour models of soil. Application of these models makes it possible to describe the real stress-strain behaviour of soil mass under loading conditions more correctly. The method and computer system "Hypoplate" described in this paper predict with great accuracy the soil stress-strain relationships, including the settlements at pressures causing non-linear deformation. The computer system may be used for determining the soil base settlements or soil deformation parameters when it is difficult or impossible to do by conventional in-situ plate-bearing test (for example for saturated soft soils or offshore conditions). 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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