Approximate Analytical Method of Load-Settlement Relation for Composite Foundation under Embankment Load

Abstract:

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Considering reinforcement zone and natural foundation as a whole, the displacement component formulas satisfy with the displacement boundary conditions were constructed based on some hypotheses. Considering friction influence under foundation, a approximate analytical algorithm of foundation deformation was established under embankment loads by the variational method of displacement, and the approximate analytical formula on the relationship between the load and the average settlement was derived. The static load model tests were carried out in laboratory to verify the feasibility of this method proposed in this paper.

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Edited by:

Chaohe Chen, Yong Huang and Guangfan Li

Pages:

2287-2293

DOI:

10.4028/www.scientific.net/AMR.243-249.2287

Citation:

J. Liu et al., "Approximate Analytical Method of Load-Settlement Relation for Composite Foundation under Embankment Load", Advanced Materials Research, Vols. 243-249, pp. 2287-2293, 2011

Online since:

May 2011

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Price:

$35.00

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