| 超深地下连续墙成槽试验的施工工艺 |
| |
| 引用本文： | 赵明时,魏方平.超深地下连续墙成槽试验的施工工艺[J].港工技术,2010,47(4):45-48. |
| |
| 作者姓名： | 赵明时 魏方平 |
| |
| 作者单位： | 中交第一航务工程勘察设计院有限公司,天津,300222 |
| |
| 摘 要： | 地下连续墙施工工艺已广泛应用于港湾、地铁、房建等大型深基坑工程,但对于某地区富水、软土、含较厚砂层的地质条件而言,能否采用现有的成槽施工方法建设超深地下连续墙,是需关注和解决的重要问题。系统地分析总结超深地下连续墙成槽施工工艺所涉及的相关理论,并用其指导施工,取得良好效果。
|
| 关 键 词： | 超深地下连续墙 成槽试验 施工工艺 |
Attempting Trench Construction Technology of Ultra-deep Diaphragm Wall |
| |
| Zhao Mingshi,Wei Fangping.Attempting Trench Construction Technology of Ultra-deep Diaphragm Wall[J].Port Engineering Technology,2010,47(4):45-48. |
| |
| Authors: | Zhao Mingshi Wei Fangping |
| |
| Institution: | Zhao Mingshi,Wei Fangping(CCCC First Harbor Consultants Co.,Ltd.,Tianjin 30022,China) |
| |
| Abstract: | Diaphragm wall construction technology is widely applied in the harbor,subway,building and other large deep foundation engineering.The existing trench construction method whether could satisfy the local geological conditions with rich water,soft soil and thick sand layer is an important problem to be paid attention and settled.The theory related to attempting trench construction technology of ultra-deep diaphragm wall is systematically analyzed and used to actual construction,and the good results have been ... |
| |
| Keywords: | ultra-deep diaphragm wall attempting trench construction technology |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
