| 预制桩挤土对建筑物的安全性评价 |
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| 引用本文： | 程泽海,陈仁朋.预制桩挤土对建筑物的安全性评价[J].建筑技术,2006,37(3):196-197. |
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| 作者姓名： | 程泽海 陈仁朋 |
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| 作者单位： | 浙江科技学院土木系,310012,杭州;浙江大学建筑工程学院,310027,杭州 |
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| 摘 要： | 在预制桩施工过程中，通过在已建建构筑物的周边布置位移与孔压监测点，监测深层土体水平位移与孔压变化，可了解建筑物下的基桩内力与变形受挤土的影响，并对其安全性作出评价。
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| 关 键 词： | 挤土 监测 安全 评价 |
| 文章编号： | 1000-4726（2006）03-0196-02 |
| 收稿时间： | 2005-10-11 |
| 修稿时间： | 2005-10-11 |
SAFETY EVALUATION OF THE EXISTING BUILDINGS EXTRUDED BY SOIL PRECAST PILES |
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| CHENG Zehai,CHEN Renpeng.SAFETY EVALUATION OF THE EXISTING BUILDINGS EXTRUDED BY SOIL PRECAST PILES[J].Architecture Technology,2006,37(3):196-197. |
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| Authors: | CHENG Zehai CHEN Renpeng |
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| Affiliation: | 1. Department of Civil Engineering, Zhejiang University of Science and Technology, 310012, Hangzhou, China; 2. College of Civil Engineering and Architecture, Zhejiang University, 310027, Hangzhou, China |
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| Abstract: | In the construction of precast piles, the variations of the horizontal displacement and pore pressure of deep soil were monitored through the observation points arranged around the existing building so as to understand internal force and deformation of the pile foundation under the existing building affected by the squeezed soil and make a safety evaluation. |
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| Keywords: | extruded soil monitoring safety evaluation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
