| 既有铁路旁深基坑理论计算与监测数据比较 |
| |
| 引用本文： | 郭磊.既有铁路旁深基坑理论计算与监测数据比较[J].山西建筑,2010,36(12):91-92. |
| |
| 作者姓名： | 郭磊 |
| |
| 作者单位： | 苏州轨道交通有限公司,江苏,苏州,215004 |
| |
| 摘 要： | 介绍了沪青平下穿既有沪杭铁路立交桥顶进基坑的理论计算,收集和分析了现场的监测资料,然后对理论计算值和现场监测值进行了比较分析,希望能给上海软土地区基坑理论计算值和实际监测值积累点数据。
|
| 关 键 词： | 深基坑 理论计算 现场监测 |
A comparison between theoretical calculation and monitoring data on adjacent existing railway |
| |
| GUO Lei.A comparison between theoretical calculation and monitoring data on adjacent existing railway[J].Shanxi Architecture,2010,36(12):91-92. |
| |
| Authors: | GUO Lei |
| |
| Abstract: | This thesis introduces theoretical calculation of jacking pit in existing Shanghai-Hangzhou railway overpass beneath Huqingping,collects and analyzes on-site monitoring data.Then it compares theoretical calculation with on-site monitoring data.It hopes to provide some data on foundation calculate value and actual value of soft soil foundation in Shanghai. |
| |
| Keywords: | deep foundation theoretical calculation on-site monitoring |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
