摘要
结合某钢厂工业场地填土边坡滑坡的地质结构特征,探讨了注浆微型钢管桩的抗滑机理,并提出了治理思路和治理方案。通过监测结果及实践运营,验证了微型钢管桩的加固效果,表明其治理措施是可靠和可行的,为类似填土边坡滑坡治理的设计与施工提供了参考。
The mechanism of the grouted micropile is introduced in this paper based on a case history of the filling slope failure mitigation for a steel mill site. The design approach and the construction procedures are also discussed. Throughout the moni- toring during the construction and the operation, it is proved that the micropile method is a reliable slope stability mitigation method.
出处
《土工基础》
2014年第1期17-20,共4页
Soil Engineering and Foundation
关键词
滑坡治理
注浆微型钢管桩
抗剪强度
稳定性
slope failure mitigation
grouted micrppiles
shear strength
slope stability
