| 高压劈裂注浆加固滑体施工工法 |
| |
| 引用本文： | 尹玉成,孔德萍.高压劈裂注浆加固滑体施工工法[J].城市道桥与防洪,1998(4):11-13. |
| |
| 作者姓名： | 尹玉成 孔德萍 |
| |
| 作者单位： | 咸阳铁二十局建工处 |
| |
| 摘 要： | 高压劈裂注浆是一种经常使用的地基处理方法。位于陕西省彬县境内的312国道改建工程在施工中，右侧山体出现牵引式滑移．采用高压注浆方法，对滑体进行了有效的加固。本文叙述了用料、施工及设备等细节。
|
| 关 键 词： | 高压劈裂注浆 加固滑体 施工工艺 机具设备 |
Construction Method of Sliding Body Consolidated by High Pressure Split Grouting |
| |
| Abstract: | The high pressure split grouting is a foundation treatment method for general use. The rebuilding project of the 321 Natlonal Highway which is located in Bin County,Shanxi Province is being in construction. On the mountain body which is on the right point of collapse there is a towed sliding. The towed sliding is effectively consolidated by high pressure grouting method. The paper relates the details in the use of materials,construction and equipment etc. |
| |
| Keywords: | high pressure split grouting consolidation of sliding body construction process machine implement and equipment |
| 本文献已被 CNKI 维普 等数据库收录！ |
