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兰州市某深基坑降水及监测分析

李元勋, 朱彦鹏, 叶帅华

李元勋, 朱彦鹏, 叶帅华. 兰州市某深基坑降水及监测分析[J]. 岩土工程学报, 2014, 36(zk2): 279-283. DOI: 10.11779/CJGE2014S2049
引用本文: 李元勋, 朱彦鹏, 叶帅华. 兰州市某深基坑降水及监测分析[J]. 岩土工程学报, 2014, 36(zk2): 279-283. DOI: 10.11779/CJGE2014S2049
LI Yuan-xun, ZHU Yan-peng, YE Shuai-hua. Dewatering and monitoring analysis of a deep foundation pit in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 279-283. DOI: 10.11779/CJGE2014S2049
Citation: LI Yuan-xun, ZHU Yan-peng, YE Shuai-hua. Dewatering and monitoring analysis of a deep foundation pit in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 279-283. DOI: 10.11779/CJGE2014S2049

兰州市某深基坑降水及监测分析  English Version

基金项目: 国家自然科学基金项目(50978129); 甘肃省高等学校科研项目(2013B-018); 兰州理工大学建工七七基金项目(TM-QK-1304)
详细信息
    作者简介:

    李元勋(1988- ),男,博士研究生,主要从事深基坑支护结构及滑坡泥石流研究方面的工作。E-mail: liyuanxun.521@163.com。

Dewatering and monitoring analysis of a deep foundation pit in Lanzhou

  • 摘要: 以兰州市某深基坑为背景,针对其工程地质、水文条件进行深基坑支护及降水设计,采用井点降水及有组织引流排水措施,同时对支护结构水平、竖向位移,基坑周边建筑物沉降实时监测。监测结果表明:该降水方案条件下,支护结构位移及周边建筑物沉降量均得到良好的控制,为兰州市类似工程施工提供宝贵的经验。
    Abstract: For a deep foundation pit in Lanzhou, its support and dewatering are designed according to the engineering geological and hydrological conditions. The measures of well-point dewatering and organized drainage are adopted, and real-time monitoring of horizontal and vertical displacements of supporting structures and settlement of buildings around the foundation pit is made. The monitoring results show that under the dewatering scheme the displacement of the supporting structures and settlement of surrounding buildings are well controlled. It may provide valuable experience for the construction of similar projects in Lanzhou.
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出版历程
  • 收稿日期:  2014-07-27
  • 发布日期:  2014-07-27

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