THE LIMITING PRESSURE ON A CIRCULAR PILE LOADED LATERALLY IN COHESIVE SOIL
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...
| Glavni autori: | , |
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| Format: | Journal article |
| Jezik: | English |
| Izdano: |
1984
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| _version_ | 1826303443891912704 |
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| author | Randolph, M Houlsby, G |
| author_facet | Randolph, M Houlsby, G |
| author_sort | Randolph, M |
| collection | OXFORD |
| description | 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. |
| first_indexed | 2024-03-07T06:02:47Z |
| format | Journal article |
| id | oxford-uuid:ecc9e067-9ecf-4590-9330-ae2f453daf19 |
| institution | University of Oxford |
| language | English |
| last_indexed | 2024-03-07T06:02:47Z |
| publishDate | 1984 |
| record_format | dspace |
| spelling | oxford-uuid:ecc9e067-9ecf-4590-9330-ae2f453daf192022-03-27T11:20:06ZTHE LIMITING PRESSURE ON A CIRCULAR PILE LOADED LATERALLY IN COHESIVE SOILJournal articlehttp://purl.org/coar/resource_type/c_dcae04bcuuid:ecc9e067-9ecf-4590-9330-ae2f453daf19EnglishSymplectic Elements at Oxford1984Randolph, MHoulsby, GIn 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. |
| spellingShingle | Randolph, M Houlsby, G THE LIMITING PRESSURE ON A CIRCULAR PILE LOADED LATERALLY IN COHESIVE SOIL |
| title | THE LIMITING PRESSURE ON A CIRCULAR PILE LOADED LATERALLY IN COHESIVE SOIL |
| title_full | THE LIMITING PRESSURE ON A CIRCULAR PILE LOADED LATERALLY IN COHESIVE SOIL |
| title_fullStr | THE LIMITING PRESSURE ON A CIRCULAR PILE LOADED LATERALLY IN COHESIVE SOIL |
| title_full_unstemmed | THE LIMITING PRESSURE ON A CIRCULAR PILE LOADED LATERALLY IN COHESIVE SOIL |
| title_short | THE LIMITING PRESSURE ON A CIRCULAR PILE LOADED LATERALLY IN COHESIVE SOIL |
| title_sort | limiting pressure on a circular pile loaded laterally in cohesive soil |
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