| 深厚软土中超大型“悬浮”基坑水泥土重力式挡土墙位移控制措施 |
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| 引用本文： | 陈学文.深厚软土中超大型“悬浮”基坑水泥土重力式挡土墙位移控制措施[J].湖南地质,2003,22(1):51-53,57. |
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| 作者姓名： | 陈学文 |
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| 作者单位： | 中国有色金属工业长沙勘察设计研究院 湖南 |
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| 摘 要： | 本文就珠海某基坑水泥土重力式挡土墙的位移及其控制进行分析探讨，论述了应用轻型钢管支撑对基坑位移控制的可行性，并详细阐述了其计算方法及施工工艺。
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| 关 键 词： | 施工工艺 基坑 水泥土重力式挡土墙 位移 可行性 计算方法 |
IN THE THICK SOFT CLAY, THE BIT SHIFT AND ITS CONTROL OF SUPER LARGE SUSPENDED FOUNDATION DITCH |
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| CHEN,Xue-wen.IN THE THICK SOFT CLAY, THE BIT SHIFT AND ITS CONTROL OF SUPER LARGE SUSPENDED FOUNDATION DITCH[J].Hunan Geology,2003,22(1):51-53,57. |
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| Authors: | CHEN Xue-wen |
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| Abstract: | The article discussed the bit shift and its control of cement-soil gravity retaining wall of a Zhuhai foundation ditch, the possibility of applying the light weight steel tube's inner shoring support to control the bit shift, and in turn elaborate its calculation method and construction techology. |
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| Keywords: | Thick soft clay Suspended foundation ditch Bit and its control |
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