The numerical simulation research of the deformation character for the soft clay foundation in the unloading condition
文献类型：会议论文
| 作者 | Tang Bin; Wang Ren; Wang Hongxing |
| 出版日期 | 2011 |
| 会议日期 | OCT 14-16, 2011 |
| 会议地点 | Jinan, PEOPLES R CHINA |
| 关键词 | Soft clay Unloading condition Numerical simulation Engineering example analysis |
| 卷号 | 90-93 |
| DOI | 10.4028/www.scientific.net/AMM.90-93.1736 |
| 页码 | 1736-1742 |
| 英文摘要 | The numerical simulation of the deformation character in the effect of the unloading action for the surcharge preloading in the heap preloading treated foundation in the Sixin South Road in the New District in Wuhan is done through the finite element analysis software ABAQUS according to the engineering project,and the following conclusions are gained:(1)on the surface of the foundation, the settlement at the center is the biggest, the settlement decreases with distance from the center of the surface, and at about 20m away from the center, the uplift is produced;(2)after unloading, the resilience emerges in the places where the settlement was produced, and the uplift that was produced drops too;(3)the deformation on the axle of the foundation section at the end of the loading action and that at the end of the unloading action are similar to each other;(4) in the step loading-unloading condition, the deformation curves suit well with the loading-unloading curves. |
| 源文献作者 | Zhou, XJ |
| 会议录 | ADVANCES IN CIVIL ENGINEERING, PTS 1-4
 |
| 会议录出版者 | TRANS TECH PUBLICATIONS LTD |
| 会议录出版地 | STAFA-ZURICH |
| 语种 | 英语 |
| WOS研究方向 | Engineering ; Transportation |
| WOS记录号 | WOS:000303433001015 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/4627]  |
| 专题 | 岩土力学所知识全产出_会议论文 国家重点实验室知识产出_会议论文 |
| 作者单位 | Chinese Acad Sci, Inst Soil & Rock Mech, State Key Lab Geomech |
| 推荐引用方式 GB/T 7714 | Tang Bin,Wang Ren,Wang Hongxing. The numerical simulation research of the deformation character for the soft clay foundation in the unloading condition[C]. 见:. Jinan, PEOPLES R CHINA. OCT 14-16, 2011. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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