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...
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Bibliographic Details
| Main Authors: |
Randolph, M,
Houlsby, G |
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| Format: | Journal article
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| Language: | English |
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| Published: |
1984
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