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Bearing capacity of geosynthetic-reinforced soil using variational method

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Field Value
 
Title Bearing capacity of geosynthetic-reinforced soil using variational method
 
Creator DIXIT, RK
MANDAL, JN
 
Subject variational techniques
bearing capacity
soil mechanics
surfaces
 
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.
 
Publisher Elsevier
 
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
 
Type Article
 
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
 
Language en