| 松软土层复合型土钉墙支护稳定性设计与应用 |
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| 引用本文： | 王剑华,翁杰,谭跃虎.松软土层复合型土钉墙支护稳定性设计与应用[J].解放军理工大学学报,2001,2(5):83-86. |
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| 作者姓名： | 王剑华 翁杰 谭跃虎 |
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| 作者单位： | 解放军理工大学工程兵工程学院 江苏南京210007
(王剑华，翁杰)，解放军理工大学工程兵工程学院 江苏南京210007(谭跃虎) |
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| 摘 要： | 为了提高相墙设计的可靠度，在《基坑土钉支护规程》CECS96：97所规定的设计计算和验算项目的基础上，结合软弱土层地区的地下水和土的特点，利用整体稳定性分析的方法，从另外的4个方面对土钉墙的稳定性进行了验算，关在实际工程中进行了应用，取得了较好的结果，为土 钉墙在软弱土层地区的应用提供了更多的理论依据。
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| 关 键 词： | 搅拌桩 复合型土钉墙 稳定性 基坑支护工程 软弱土层 地下水 |
| 文章编号： | 1009-3443(2001)05-0083-04 |
| 修稿时间： | 2000年12月26 |
Design and Application of Stability for Retaining and Protection
of Complex Soil -nailing Wall in Soft Soil |
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| WANG Jian-hu,WENG Jie and TAN Yue-hu.Design and Application of Stability for Retaining and Protection
of Complex Soil -nailing Wall in Soft Soil[J].Journal of PLA University of Science and Technology(Natural Science Edition),2001,2(5):83-86. |
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| Authors: | WANG Jian-hu WENG Jie and TAN Yue-hu |
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| Institution: | Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech., Nanjing 210007, China;Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech., Nanjing 210007, China;Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech., Nanjing 210007, China |
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| Abstract: | In this paper, to improve the design credibility of soil-nailing wall, the stability of the soil-nailing wall is proved in four ways by using the whole stability analysis method, based on the projects designed and proved by Technical Specification for Retaining and Protection of Building Foundation Excavations CECS96:97 together with the characteristics of the ground water and soil in flabby soil area. A better result is obtained after this method is applied to the engineering. So more theoretical bases are provided by this method for the application of soil-nailing wall in flabby soil area. |
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| Keywords: | footing groove soil-nailing mixing pile complex soil-nailing wall stability |
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