| 基坑支护设计的弹性抗力法 |
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| 引用本文： | 秦四清.基坑支护设计的弹性抗力法[J].工程地质学报(英文版),2000,8(4):481-487. |
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| 作者姓名： | 秦四清 |
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| 作者单位： | 中国科学院地质与地球物理研究所,北京100029 |
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| 基金项目： | 中国科学院“百人计划”基金资助项目 |
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| 摘 要： | 本文对基坑支护设计中常用的设计方法作了评述 ,阐述了弹性抗力法的基本原理 ,对计算时土压力分布模式的选择问题和多支撑板桩墙计算模型位移协调问题给出了明确答案 ,最后通过实例分析阐明了采用弹性抗力法进行基坑支护设计的思路和步骤。
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| 关 键 词： | 基坑支护 弹性抗力 位移协调 |
| 收稿时间： | 1999-03-16 |
THE ELASTIC RESISTANCE METHOD FOR DESIGN OF FOUNDATION PIT SUPPORTING |
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| QIN Si,qing.THE ELASTIC RESISTANCE METHOD FOR DESIGN OF FOUNDATION PIT SUPPORTING[J].Journal of Engineering Geology,2000,8(4):481-487. |
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| Authors: | QIN Si qing |
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| Institution: | Institute of Geology and Geophysics, CAS, Beijing 100029 |
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| Abstract: | The conventional method for design of foundation pit supporting is reviewed. The basic principle of the elastic resistance method is explained. The definite answers to the problems of choice of soil pressure distribution mode and the displacement coordination for computing model of multi supporting sheet are given in the paper. The thinking and step for foundation pit supporting design with the elastic resistance method are interpreted with a practical example. |
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| Keywords: | Foundation pit Supporting Elastic resistance Displacement coordinatio |
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