| 滨湖大厦深基坑支护工程多种支护方案的优化设计 |
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| 引用本文： | 谢成,王国强,王艳君.滨湖大厦深基坑支护工程多种支护方案的优化设计[J].安徽地质,2009,19(1):58-62. |
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| 作者姓名： | 谢成 王国强 王艳君 |
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| 作者单位： | 合肥工业大学资源与环境工程学院,安徽,合肥,230009;合肥工业大学资源与环境工程学院,安徽,合肥,230009;合肥工业大学资源与环境工程学院,安徽,合肥,230009 |
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| 摘 要： | 本文介绍了滨湖大厦所处的工程地质条件，分析了建设场地的工程地质特：最。重点论述了基坑支护的原理、设计计算、验算方法及具体设计方案的确定；结合本工程特点，对多种支护方案进行比较，采用最优化设计，很好的解决了采用纯土钉墙基坑安全可靠性不高的问题，又降低了支护工程的造价，可为类似支护工程提供参考。
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| 关 键 词： | 深基坑支护 优化设计 土钉墙 锚杆 护坡桩 |
OPTIMIZED DESIGN OF MANY SCHEMES FOR FOUNDATION PIT SUPPORTING ENGINEERING OF THE BINHU BUILDING |
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| XIE Cheng,WANG Guo-qiang,WANG Yanjun.OPTIMIZED DESIGN OF MANY SCHEMES FOR FOUNDATION PIT SUPPORTING ENGINEERING OF THE BINHU BUILDING[J].Geology of Anhui,2009,19(1):58-62. |
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| Authors: | XIE Cheng WANG Guo-qiang WANG Yanjun |
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| Institution: | (School of Resources and Environmental Engineering, Hefei University of Technology, Hefei Anhui 230009, China) |
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| Abstract: | This paper introduced the engineering geological conditions of the location of the Binhu Building, analysed the engineering geological features of the construction site and focused on the foundation pit support principle, design and calculation, checking calculation method and specific design scheme. Considering the characteristics of this engineering, this paper compared a number of support schemes, adopted the optimized design and well solved the issue of low-reliability of simple soil nailing wall foundation pit, simultaneously reducing the cost of support engineering. |
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| Keywords: | deep foundation pit support optimized design soil nailing wall anchoring rod slope support pile |
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