| 复杂环境条件下深厚砂层基坑支护方案设计及监测 |
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| 引用本文： | 陈全礼,王荣彦,张志敏.复杂环境条件下深厚砂层基坑支护方案设计及监测[J].探矿工程,2012,39(8):54-56,60. |
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| 作者姓名： | 陈全礼 王荣彦 张志敏 |
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| 作者单位： | [1]河南省水利勘测有限公司,河南郑州450008 [2]河南省地矿局第二水文地质工程地质队,河南郑州450053 |
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| 摘 要： | 桩锚支护和复合土钉墙支护等是基坑支护的常用方案,从经济性和控制变形效果来看二者各有优缺点。通过工程实例,探讨了深厚砂层等复杂环境条件下既安全又经济的土钉墙与竖向微型桩、预应力锚杆等结合组成的基坑支护方案,并通过变形监测数据验证其支护效果。
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| 关 键 词： | 复杂环境条件 深厚砂层 基坑支护 土钉墙 竖向微型桩 预应力锚杆 |
| 收稿时间： | 2012/4/5 0:00:00 |
| 修稿时间： | 2012/4/5 0:00:00 |
Design of Foundation Pit Supporting Scheme for Deep and Thick Sand Layer under Complex Conditions and the Monitoring |
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| CHEN Quan-li,WANG Rong-yan and ZHANG Zhi-min.Design of Foundation Pit Supporting Scheme for Deep and Thick Sand Layer under Complex Conditions and the Monitoring[J].Exploration Engineering(Drilling & Tunneling),2012,39(8):54-56,60. |
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| Authors: | CHEN Quan-li WANG Rong-yan and ZHANG Zhi-min |
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| Institution: | I ( 1. Henan Province Water Conservancy Survey Co. , Ltd. , Zhengzhou Henan 450008, China ; 2. No. 2 Team of Hydrology and Engineering Geology, Henan Bureau of Investiga- tion and Development of Geology and Mineral Resources, Zhcngzhou Henan 450053, China) |
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| Abstract: | Pile-anchor retaining and compound soil nailing support are the common schemes for the foundation pit support- ing. In the view of the economy and deformation control, each scheme has its advantages and disadvantages. With the engi- neering case, the discussion was made on the safe and economical supporting scheme by composition of soil nailing wall with vertical micro-pile and pre-stressed anchor, and the supporting effect was verified by the deformation monitoring data. |
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| Keywords: | complex conditions deep and thick sand layer foundation pit supporting soil nailing wall vertical micro- pile pre-stressed anchor |
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