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Content Provider | IEEE Xplore Digital Library |
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Author | Dun-hua Lu Shu-jun Cui |
Copyright Year | 2010 |
Description | Author affiliation: Department of Resources and Environmental Engineering, Henan Institute of Engineering, Zhengzhou, 451191, China (Dun-hua Lu; Shu-jun Cui) |
Abstract | Piles are widely used in foundation engineering. Much work has been done in the area of dragload on piles subjected to surcharge or consolidation of surrounding soils; much less work has been done on pile behavior under the horizontal pile head load. The writers believe that the effects of horizontal pile head load on dragload changes remain ambiguous among engineers. To obtain detailed information on the behavior, it is necessary to simulate the 3D geometry and nonlinear behavior of the soil. So in the present paper, the behavior of pile subjected to horizontal pile head load is analyzed by the three-dimensional (3D) interaction between the soil and the piles, whose result reveals the mechanism of pile with soil under the load of gravitation and load transferring mode along pile shaft for different horizontal pile head loads. |
File Size | 207083 |
File Format | |
ISBN | 9781424463473 |
e-ISBN | 9781424463497 |
DOI | 10.1109/ICCET.2010.5485289 |
Language | English |
Publisher | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
Publisher Date | 2010-04-16 |
Publisher Place | China |
Access Restriction | Subscribed |
Rights Holder | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
Subject Keyword | Solid modeling Computer Modeling pile soil Cables Shafts Information geometry Compressive stress Soil horizontal pile head load interaction Skin Structural beams Springs Load modeling |
Content Type | Text |
Resource Type | Article |
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