Journal article
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 More from this journal
- Volume:
- 34
- Issue:
- 4
- Pages:
- 613-623
- Publication date:
- 1984-01-01
- DOI:
- EISSN:
-
1751-7656
- ISSN:
-
0016-8505
- Language:
-
English
- Pubs id:
-
pubs:61713
- UUID:
-
uuid:ecc9e067-9ecf-4590-9330-ae2f453daf19
- Local pid:
-
pubs:61713
- Source identifiers:
-
61713
- Deposit date:
-
2012-12-19
- ARK identifier:
Terms of use
- Copyright date:
- 1984
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