| 无锡市人民大会堂地地塌陷治理设计与施工 |
| |
| 引用本文： | 张建.无锡市人民大会堂地地塌陷治理设计与施工[J].地质学刊,2001,25(1):44-49. |
| |
| 作者姓名： | 张建 |
| |
| 作者单位： | 江苏地质基桩工程公司!江苏镇江212111 |
| |
| 摘 要： | 无锡市人民大会堂（旧址）地面塌陷系大量开采地下水所致。对塌陷区提出了一者二围三充填的治理设计方法，采用高压旋喷和压密注浆工艺方法对其进行了有效的治理。为地面塌陷治理提供了有效方法和系统资料。
|
| 关 键 词： | 地面塌陷 高压旋喷 压密注浆 江苏 无锡市 治理措施 地下水 |
| 文章编号： | 1003-6474(2001)01-0044-06 |
| 修稿时间： | 2001年2月10日 |
The Harness Design and Treatment and Construction of Land Collapse of the People's Hall, Wuxi |
| |
| ZHANG Jian.The Harness Design and Treatment and Construction of Land Collapse of the People''s Hall, Wuxi[J].Jiangsu Geology,2001,25(1):44-49. |
| |
| Authors: | ZHANG Jian |
| |
| Abstract: | The land collapse of Wuxi People's Hall(former site) was caused by over pumping of ground water with a scope of 500m 2 and a land subsidence of 2m 2. The design plan for the control of the collapsed area includes plugging up, encirclement and filling up. The effective construction methods include rotary grouting with high pressure and compacted grouting, which supply a set of effective methods and a series of information. |
| |
| Keywords: | Land collapse Rotary grouting with high pressure Compacted grouting Harness Wuxi Jiangus |
| 本文献已被 CNKI 维普 等数据库收录！ |
| 点击此处可从《地质学刊》浏览原始摘要信息 |
| 点击此处可从《地质学刊》下载免费的PDF全文 |
