Electronic Resource
Springer
Soil mechanics and foundation engineering
29 (1992), S. 101-103
ISSN:
1573-9279
Source:
Springer Online Journal Archives 1860-2000
Topics:
Architecture, Civil Engineering, Surveying
,
Geosciences
Notes:
Abstract A solution is derived for a rigid foundation located on the bottom of a rectangular opening in a half plane (plane strain) and loaded by a moment. The problem is solved by the method of rectangular elements into which the perimeter of the opening is divided. The results of the solution are reduced to tabulated values.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1007/BF02104232
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