Development of design parameters for H-piles in sand using static analysis
Design parameters for H-piles in sand are developed using a static analysis approach from the correlation of full scale field load test data. The design parameters obtained are the ultimate pile capacity and the pile's load-settlement characteristics in compression. In establishing these parame...
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| Language: | en_US |
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2012
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| Online Access: | http://hdl.handle.net/10945/23017 |