| 地下连续墙-桩-箱(或筏)复合基础沉降分析 |
| |
| 引用本文： | 季明,李桂花.地下连续墙-桩-箱(或筏)复合基础沉降分析[J].同济大学学报(自然科学版),2000,28(1):14-18. |
| |
| 作者姓名： | 季明 李桂花 |
| |
| 作者单位： | 1. 同济大学工程建设监理公司上海 200092
2. 同济大学地下建筑与工程系上海 200092 |
| |
| 摘 要： | 提出了由地连续墙－桩－箱筏所构成的复合基础的沉降计算方法，该方法定义为二阶沉降计算方法，进一步论述了在考虑地基上补偿性状的前提下，可用分层总和法计算第一阶段沉降，用变形总和法计算第二阶段沉降。
|
| 关 键 词： | 复合基础 初始刚度 二阶段沉降 补偿性状地基土 分层总和法 变形总和法 地铁车站 |
| 文章编号： | 0253-374(2000)01-0014-05 |
| 修稿时间： | 1998年9月7日 |
Analysis of Settlement of Composite Foundation Composed of Slurry Wall- pile- box or Thick Raft |
| |
| JI Ming ,LI Gui-hua.Analysis of Settlement of Composite Foundation Composed of Slurry Wall- pile- box or Thick Raft[J].Journal of Tongji University(Natural Science),2000,28(1):14-18. |
| |
| Authors: | JI Ming LI Gui-hua |
| |
| Institution: | JI Ming 1,LI Gui-hua 2 |
| |
| Abstract: | A settlement computation method to the composite foundation composed of slurry wall-pile-box or thick raft is proposed, which is defined in the paper as two-stage settlement computation method. Furthermore, if the compensate character of subsoil is concerned, the layerwise summation method can be used to calculate the first stage settlement, and teh deformation summation method can be used to calculate the second stage settlement. |
| |
| Keywords: | composite foundation initial rigidity two-stage settlement compensate subsoil layerwise summation method deformation summation method |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
