Bearing capacity of geosynthetic-reinforced soil using variational method
DSpace at IIT Bombay
View Archive InfoField | Value | |
Title |
Bearing capacity of geosynthetic-reinforced soil using variational method
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Creator |
DIXIT, RK
MANDAL, JN |
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Subject |
variational techniques
bearing capacity soil mechanics surfaces |
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Description |
A variational method is applied to determine the bearing capacity of geosynthetic-reinforced soil. In this method, the shape of the failure surface and the distribution of the normal stress over it are determined by the use of minimizing theorems of variational calculus. Results of the variational method compare well with the experimental results of other investigators and show a promising trend.
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Publisher |
Elsevier
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Date |
2009-04-03T09:12:54Z
2011-11-25T20:47:33Z 2011-12-26T13:08:24Z 2011-12-27T05:56:24Z 2009-04-03T09:12:54Z 2011-11-25T20:47:33Z 2011-12-26T13:08:24Z 2011-12-27T05:56:24Z 1993 |
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Type |
Article
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Identifier |
Geotextiles and Geomembranes 12(6), 543-566
0266-1144 http://dx.doi.org/10.1016/0266-1144(93)90043-N http://hdl.handle.net/10054/1149 http://dspace.library.iitb.ac.in/xmlui/handle/10054/1149 |
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Language |
en
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