| 湖北省输变电工程公司24#住宅楼深层地基应力解除法纠偏工程实例 |
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| 引用本文： | 张俊瑞,侯国伦,雷美清. 湖北省输变电工程公司24#住宅楼深层地基应力解除法纠偏工程实例[J]. 资源环境与工程, 2002, 16(1): 19-23 |
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| 作者姓名： | 张俊瑞 侯国伦 雷美清 |
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| 作者单位： | 武汉地质勘察基础工程有限公司 |
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| 摘 要： | 武汉市航空小路湖北省输变电工程公司24＃住宅楼发生严重倾斜，最大倾斜率达14．2‰，采用深层地基应力解除法纠偏，使倾斜率回倾至1．7－2．3‰，取得良好的纠偏效果。同时采用锚杆静压桩进行基础加固，消除诱发不均匀沉降的不良因素。
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| 关 键 词： | 湖北 输变电工程 住宅楼 深层地基应力解除法 纠偏工程 深层掏土 锚杆静压桩 信息法施工 |
| 修稿时间： | 2001-10-28 |
A CASE STUDY ON RECOVERING A TILTED BUILDING |
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| Zhang Junrui Hou Guolun Lei Meiqing. A CASE STUDY ON RECOVERING A TILTED BUILDING[J]. Resources Environment & Engineering, 2002, 16(1): 19-23 |
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| Authors: | Zhang Junrui Hou Guolun Lei Meiqing |
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| Affiliation: | Whhan Geological Foundation Engnecring Co. Ltd |
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| Abstract: | residential building of a leading company in Wuhan had inclined 14. 2% at most. Through stress relaxation at its deep foundation for recovery, we decreased the incline ratio to 1.7 - 2. 3 %, which is sat- isfactory. Meanwhile we build several anchor piles to reinforce the foundation and remove harmful factors which may bring about uneven subsidence in future. |
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| Keywords: | Foundation stress relaxation Foundation soil digged out Anchor piles |
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