| 复合地基的沉降计算方法 |
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| 引用本文： | 李志明,欧阳小良,胡纯清.复合地基的沉降计算方法[J].西部探矿工程,2003,15(8):1-2. |
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| 作者姓名： | 李志明 欧阳小良 胡纯清 |
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| 作者单位： | 1. 中国地质大学工程学院，湖北 武汉 430073
2. 中冶集团武汉勘察研究院，湖北 武汉 430080 |
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| 摘 要： | 水泥土搅拌桩复合地基的设计可用其沉降进行控制。本文列举了目前比较常见的几种沉降计算方法，综合这些方法，提出了以沉降进行控制的设计思路，并结合这几种计算方法的计算模型或原理，提出在工程计算中注意的问题，进而对工程实用性及经济性进行了一些尝试性的探讨。
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| 关 键 词： | 复合地基 沉降计算 水泥土搅拌桩 加固区 未加固区 |
| 文章编号： | 1004-5716(2003)08-01-02 |
Settlement Calculation Methods of Composite Foundation |
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| LI Zhi min ,OUYANG Xiao liang ,HU Chun qin.Settlement Calculation Methods of Composite Foundation[J].West-china Exploration Engineering,2003,15(8):1-2. |
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| Authors: | LI Zhi min OUYANG Xiao liang HU Chun qin |
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| Affiliation: | LI Zhi min 1,OUYANG Xiao liang 1,HU Chun qin 2 |
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| Abstract: | The design of mixing cement pile composite foundation can be controlled by its settlement. Several settlement calculation methods have been listed, which are currently used. The designing step of settlement control has been suggested by synthesizing those methods, and some considerable aspects in project settlement calculations have been put forward combining calculation mode or principle of those methods, further more some tentative discussions about work practicability and economy have been conducted. |
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| Keywords: | composite foundation settlement calculation mixing cement pile improved area un-improved area |
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