| 深基坑支护结构设计水土作用力计算分析研究 |
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| 引用本文： | 周义,郑志涛. 深基坑支护结构设计水土作用力计算分析研究[J]. 山西建筑, 2007, 33(31): 97-98 |
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| 作者姓名： | 周义 郑志涛 |
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| 作者单位： | 1. 华中农业大学土管学院,湖北,武汉,430074
2. 浙江江南工程管理股份有限公司,浙江,杭州,310013 |
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| 摘 要： | 对传统水土合算法和传统静水压水土分算法进行了理论分析,指出了传统水土合算法在理论上存在的缺陷,及传统静水压水土分算法存在运用受条件局限等的问题,提出了考虑孔隙体积渗透力的计算法并进行了理论推导和工程实例研究,其计算结果符合实际工程。
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| 关 键 词： | 支护结构 水土压力 渗流力 |
| 文章编号： | 1009-6825（2007）31-0097-02 |
| 修稿时间： | 2007-05-15 |
Soil and water pressure calculation analysis research in the deep support structure design |
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| ZHOU Yi,ZHENG Zhi-tao. Soil and water pressure calculation analysis research in the deep support structure design[J]. Shanxi Architecture, 2007, 33(31): 97-98 |
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| Authors: | ZHOU Yi ZHENG Zhi-tao |
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| Abstract: | It does theoretical analysis to the traditional soil and water pay method and hydrostatic soil and water individual calculation method, points out the theoretical deficiency in the traditional soil and water pay method and operation limited by condition in the traditional hydrostatic soil and water individual calculation method, and brings forward the calculation method considering volume penetrability and does the theoretical deduce and experimental research. The results agree the actual project. |
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| Keywords: | support structure soil and water pressure seepage force |
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