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Control of foundation shape and loading parameters to preserve uniform settlement

✍ Scribed by Aleynikov, S. M. ;Ikonin, S. V.


Publisher
John Wiley and Sons
Year
1996
Tongue
English
Weight
482 KB
Volume
12
Category
Article
ISSN
1069-8299

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✦ Synopsis


The problem of providing settlement uniformity of a rigid foundation on a non-uniformly compressible base has been reduced to the contact problem from elasticity theory, with controlling parameters which allow one to select either co-ordinates of the point of application of the vertical load resultant or contours in plan at which the foundation slope will be equal to zero. The solution of the problem is illustrated by numerical examples.