| 软土盾构端头井基坑加固稳定性数值分析 |
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| 引用本文： | 王博. 软土盾构端头井基坑加固稳定性数值分析[J]. 山西建筑, 2009, 35(15): 105-107 |
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| 作者姓名： | 王博 |
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| 作者单位： | 中铁第一勘察设计院集团有限公司城建院,陕西,西安,710043 |
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| 摘 要： | 主要介绍了软土地区盾构端头井基坑加固方法,重点阐述了高压旋喷桩和三轴搅拌桩联合加固的方法,并用FLAC软件对加固后土体进行数值分析,结果表明此种方法可用于软土盾构端头井的设计和施工。
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| 关 键 词： | 软土地区 盾构 基坑加固 高压旋喷桩 三轴搅拌桩 |
The soft soil shield driving top wall bottom pit reinforce stability number analysis |
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| WANG Bo. The soft soil shield driving top wall bottom pit reinforce stability number analysis[J]. Shanxi Architecture, 2009, 35(15): 105-107 |
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| Authors: | WANG Bo |
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| Abstract: | The paper introduces primarily the soft soil region shield driving top wall bottom pit reinforces method,the point expatiates the high pressure spraying piles method for with three stalks mixing blend piles uniting reinforcing,counteracting the software of FLAC to number analyze reinforcing soil,the result expresses this kind method can be used for the design for soft soil shield driving top wall bottom pit construction. |
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| Keywords: | the soft soil region shield driving pit reinforcement the high pressure spraying piles three stalks mixing blend piles |
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