某工业场地填土边坡加固方案优化与研究  

The optimization and research on an industrial site filled soil slope reinforcement scheme

作　　者：邓学灯 邓少林 周武平 

机构地区：[1]中冶集团武汉勘察研究院有限公司,湖北武汉430080

出　　处：《山西建筑》2013年第24期75-77,共3页Shanxi Architecture

摘　　要：结合某钢厂新区工业场地填土边坡滑坡的地质结构特征,优化了治理方案,最后选择了注浆微型钢管桩的加固措施,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依据。Combining with the geological structure characteristics of filled soil slope landslide of a steel plant new area industrial site,this paper optimized the treatment scheme,finally selected the reinforcement measures of grouting micro steel tube pile,through the monitoring results and practical operation,verified the reinforcement effect of micro steel tube pile,showed that the treatment measure was reliable and feasible,provided reference basis for similar design and construction of filled soil slope landslide treatment.

关 键 词：滑坡治理 注浆微型钢管桩 抗剪强度 

分 类 号：TU457[建筑科学—岩土工程]