| 深基坑支护设计理论与方法研究进展 |
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| 引用本文： | 邓子胜.深基坑支护设计理论与方法研究进展[J].五邑大学学报(自然科学版),2005,19(4):1-7. |
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| 作者姓名： | 邓子胜 |
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| 作者单位： | 五邑大学,土木建筑系,广东,江门,529020 |
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| 摘 要： | 将目前国内外深基坑支护设计理论与方法总结为极限平衡法、土抗力法和有限元分析法三类，对宰们的特点和存在的问题进行了深入分析，并概述了深基坑稳定性和变形验算的基本方法，进而提出了若干拟重视的研究课题。
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| 关 键 词： | 深基坑 支护设计 极限平衡法 土抗力法 有限元分析法 |
| 文章编号： | 1006-7302(2005)04-0001-06 |
| 修稿时间： | 2005年3月8日 |
Progress of Research in the Theories and Calculating Methods of Protection Design for Deep Excavation |
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| DENG Zi-sheng.Progress of Research in the Theories and Calculating Methods of Protection Design for Deep Excavation[J].Journal of Wuyi University(Natural Science Edition),2005,19(4):1-7. |
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| Authors: | DENG Zi-sheng |
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| Abstract: | The prevailing theories and the calculating methods of protection design for deep excavation at home and abroad are summed up in this paper as the limit equilibrium method, the subgrade reaction method and the finite element method. Their characteristics and problems are further analyzed. A brief account is also made of the checking calculation methods of stability and deformation of deep excavation. Finally some important problems that should be researched are suggested. |
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| Keywords: | deep excavation protection design limit equilibrium method subgrade reaction method finite element method |
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