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THE LIMITING PRESSURE ON A CIRCULAR 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. Refs.
Publication status:
Published

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Publisher copy:
10.1680/geot.1984.34.4.613

Authors


Journal:
GEOTECHNIQUE
Volume:
34
Issue:
4
Pages:
613-623
Publication date:
1984-01-01
DOI:
EISSN:
1751-7656
ISSN:
0016-8505
URN:
uuid:ecc9e067-9ecf-4590-9330-ae2f453daf19
Source identifiers:
61713
Local pid:
pubs:61713
Language:
English

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