饱水砂层深基坑中悬臂式双排桩支护及地下水处理方法
投稿时间:2013-01-05  修订日期:2013-01-05  点此下载全文
引用本文:杜甫志,王宪章,吴旭君,等.饱水砂层深基坑中悬臂式双排桩支护及地下水处理方法[J].钻探工程,2013,40(4):55-59.
DU Fu-zhi,WANG Xian-zhang,WU Xu-jun,et al. Cantilever Type Double-row Piles Retaining and Groundwater Treatment for Deep Foundation Pit in Saturated Sand[J]. Drilling Engineering, 2013,40(4):55-59.
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作者单位E-mail
杜甫志 中国京冶工程技术有限公司深圳分公司  
王宪章 中国京冶工程技术有限公司深圳分公司  
吴旭君 中国京冶工程技术有限公司深圳分公司  
杨志银 中国京冶工程技术有限公司深圳分公司  
闫贵海* 中国京冶工程技术有限公司深圳分公司 ygh2041@sina.com 
中文摘要:结合实例,对常用基坑支护及止水方法进行了比选,介绍了在饱水砂层深基坑中采用的悬臂式双排桩支护及高压旋喷止水帷幕技术。通过理论计算和监测数据分析了双排桩的支护效果,并探讨了高压喷射注浆止水技术在基坑支护中的应用。
中文关键词:饱水砂层  深基坑支护  悬臂式双排桩  高压旋喷桩  止水
 
Cantilever Type Double-row Piles Retaining and Groundwater Treatment for Deep Foundation Pit in Saturated Sand
Abstract:With field cases, the comparison and selection were made on commonly used foundation pit support and water-stop methods; the introduction was made on the double-row piles retaining and high-pressure rotary jet grouting water-stop curtain in saturated sand deep foundation pit. Based on the theoretical calculation and monitoring data, the supporting effect was analyzed, and the application of high-pressure jet grouting water-stop technique was discussed.
keywords:saturated sand  deep foundation pit  type double-row piles  high-pressure rotary jet grouting pile  water-stop
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