| 顶管施工的弹性力学模型与固结沉降计算 |
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| 引用本文： | 王水林,王建光,张淦杰. 顶管施工的弹性力学模型与固结沉降计算[J]. 江西水利科技, 2006, 32(3): 162-165 |
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| 作者姓名： | 王水林 王建光 张淦杰 |
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| 作者单位： | 上海市宝川水利设计有限公司,上海,201100;上海市金三角水利工程建设有限公司,上海,201100 |
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| 摘 要： | 根据引起沉降的各种因素,提出顶管施工对土层作用的简化力学模型,并在此基础上对Peck公式进行修正,使之能考虑固结因素的影响,从而得到估算地面沉降的实用公式.
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| 关 键 词： | 顶管 沉降 固结 力学模型 |
| 文章编号： | 1004-4701（2006）03-0162-04 |
| 收稿时间： | 2006-04-19 |
| 修稿时间： | 2006-04-19 |
THE ELASTICITY MODEL AND THE SETTLEMENT CALCULATION DUE TO CONSOLIDATION OF PIPE JACKING |
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| WANG Shui-lin,WANG Jian-guang,ZHANG Gan-jie. THE ELASTICITY MODEL AND THE SETTLEMENT CALCULATION DUE TO CONSOLIDATION OF PIPE JACKING[J]. Jiangxi Hydraulic Science & Technology, 2006, 32(3): 162-165 |
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| Authors: | WANG Shui-lin WANG Jian-guang ZHANG Gan-jie |
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| Affiliation: | 1. Shanghai Baochuan Hydraulic Design Corporation, Jinsanjiao Water Conservancy Engineering Construction Limited, Shanghai 201100, China; 2. Shanghai Corporation, Limited, Shanghai 201100 China |
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| Abstract: | Based on various factors causing settlement,a practical formula about settlement computation through revising Peck formula with a simplified mechanical model about pipe jacking acting on soil is proposed in the paper. |
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| Keywords: | Pipe jacking Settlement Consolidation Mechanical model |
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