LIMITING PRESSURE ON A CRICULAR 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...
| Main Authors: | , |
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| Format: | Journal article |
| Language: | English |
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1984
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| _version_ | 1826298603007639552 |
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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. If this load is non-dimensionalized with respect to the soil strength and the diameter of the pile, it is found that the load factor varies between 6 plus 72 for a perfectly smooth pile and 4 ROOT 2 plus 2 eta for a perfectly rough pile. Refs. |
| first_indexed | 2024-03-07T04:49:23Z |
| format | Journal article |
| id | oxford-uuid:d470b03d-7e3f-4e26-bed2-c309e3fbe2a6 |
| institution | University of Oxford |
| language | English |
| last_indexed | 2024-03-07T04:49:23Z |
| publishDate | 1984 |
| record_format | dspace |
| spelling | oxford-uuid:d470b03d-7e3f-4e26-bed2-c309e3fbe2a62022-03-27T08:18:26ZLIMITING PRESSURE ON A CRICULAR PILE LOADED LATERALLY IN COHESIVE SOIL.Journal articlehttp://purl.org/coar/resource_type/c_dcae04bcuuid:d470b03d-7e3f-4e26-bed2-c309e3fbe2a6EnglishSymplectic 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. If this load is non-dimensionalized with respect to the soil strength and the diameter of the pile, it is found that the load factor varies between 6 plus 72 for a perfectly smooth pile and 4 ROOT 2 plus 2 eta for a perfectly rough pile. Refs. |
| spellingShingle | Randolph, M Houlsby, G LIMITING PRESSURE ON A CRICULAR PILE LOADED LATERALLY IN COHESIVE SOIL. |
| title | LIMITING PRESSURE ON A CRICULAR PILE LOADED LATERALLY IN COHESIVE SOIL. |
| title_full | LIMITING PRESSURE ON A CRICULAR PILE LOADED LATERALLY IN COHESIVE SOIL. |
| title_fullStr | LIMITING PRESSURE ON A CRICULAR PILE LOADED LATERALLY IN COHESIVE SOIL. |
| title_full_unstemmed | LIMITING PRESSURE ON A CRICULAR PILE LOADED LATERALLY IN COHESIVE SOIL. |
| title_short | LIMITING PRESSURE ON A CRICULAR PILE LOADED LATERALLY IN COHESIVE SOIL. |
| title_sort | limiting pressure on a cricular pile loaded laterally in cohesive soil |
| work_keys_str_mv | AT randolphm limitingpressureonacricularpileloadedlaterallyincohesivesoil AT houlsbyg limitingpressureonacricularpileloadedlaterallyincohesivesoil |