Lateral load capacity of drilled shafts in jointed rock
Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1999. === Includes bibliographical references (p. 263). === Large vertical (axial) and lateral loads often act on the heads of drilled shafts in jointed rock. In current design practice, the p-y curve...
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Format: | Others |
Language: | English |
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Massachusetts Institute of Technology
2008
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Online Access: | http://hdl.handle.net/1721.1/40018 |