Theory and Experiment Research on P-S Curve of Anchor in Soil

Abstract:

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Based on the shear displacement constitutive relationship of the interface between anchorage body and surrounding soil, the load transfer function method is applied to build a elastic-plastic space model. Accordingly the relationship between drawing force and displacement of prestressed anchor is analysed to acquie theoretical formula of P-S curve. The pullout test is carried out on six prestressed anchor in soil to get P-S curves. The experimental results agree quite well on the theoretical results.

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Periodical:

Advanced Materials Research (Volumes 518-523)

Edited by:

Reza Iranpour, Ji Zhao, Aijie Wang, Fenglin Yang and Xinyong Li

Pages:

6097-6102

Citation:

J. H. Li, "Theory and Experiment Research on P-S Curve of Anchor in Soil", Advanced Materials Research, Vols. 518-523, pp. 6097-6102, 2012

Online since:

May 2012

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$38.00

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