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| 复合地基设计理论的数值试验研究 | |
| 引用本文： | 韩煊,李宁,王玉娥. 复合地基设计理论的数值试验研究[J]. 勘察科学技术, 2000, 0(3): 3-12 |
| 作者姓名： | 韩煊 李宁 王玉娥 |
| 作者单位： | 1. 北京市勘察设计研究院,北京市,100038 2. 西安理工大学岩土所,西安市,710048 3. 西北工业大学土木工程系,西安市,710072 |
| 摘 要： | 该文通过“数值仿真”的思路与方法,对复合地基设计中的桩位、桩长、桩距等各因素影响下桩与桩间土中附加应力和桩侧摩阻力的分布特点进行了系统的数值试验研究,得到了一些传统研究方法无法得到的定量规律,对复合地基的设计理论具有一定的发展与深化。 |
| 关 键 词： | 复合地基 数值试验 桩位 桩长 桩距 设计 |
| 修稿时间： | 1999-12-16 |
NUMERICAL TESTING STUDY OF THE COMPOSITE FOUNDATION DESIGN THEORY |
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| Han Xuan,Li Ning,Wang Yue. NUMERICAL TESTING STUDY OF THE COMPOSITE FOUNDATION DESIGN THEORY[J]. Site Investigation Science and Technology, 2000, 0(3): 3-12 | |
| Authors: | Han Xuan Li Ning Wang Yue |
| Abstract: | With the thinking and method of the "numerical imitation imitation", in the paper a comprehensive numerical testing study has been conducted for the distribution chaseteristics of the alditied be in the piles all inter - pile soils and the Pile lateral foched resiStanco under the inlluences of the following faCtorS soch as: pile peihon, pile length, SPaCbe of Piles ete. in the mpite foundrion design. Thus, it obtains m quanhbove ~drities that cannot be atthe bo the the traditional Study methods. Thispossesses certain significance for the development and deepening of the composite foundation.design theory |
| Keywords: | composite foundation numerical testing pile position pile length spacing of piles design |
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