Numerical studies of some aspects with pressuremeter tests and laterally loaded piles
elastic material with hyperbolic stress strain relation, is employed throughout. A thin interface element and a simple tension cut-off model simulating the soil-pile interface behavior has been incorporated in the program. Results of the program and the interface simulation are in good agreement wit...
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| Language: | English |
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University of British Columbia
2010
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| Online Access: | http://hdl.handle.net/2429/26373 |