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LIMITING PRESSURE ON A CRICULAR PILE LOADED LATERALLY IN COHESIVE SOIL.

Abstract:

In the analysis of the undrained loading of laterally loaded piles an important quantity is the ultimate lateral resistance at depth to purely horizontal movement. If the soil is modeled as a perfectly plastic cohesive material then the calculation of this quantity reduces to a plane strain problem in plasticity theory, in which the load is calculated on a long cylinder which moves laterally through an infinite medium. An exact calculation of the load on such a cylinder is presented. If this ...

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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Sub department:
Civil Engineering
Role:
Author
Journal:
Cambridge University, Engineering Department, (Technical Report) CUED/D-Soils More from this journal
Publication date:
1984-01-01
ISSN:
0309-7439
Language:
English
Pubs id:
pubs:125359
UUID:
uuid:d470b03d-7e3f-4e26-bed2-c309e3fbe2a6
Local pid:
pubs:125359
Source identifiers:
125359
Deposit date:
2013-02-20

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