摘要
通过某工程实例,介绍了水泥土墙内插门架工字钢支护的优势特点、设计方法和施工工艺;根据基坑开挖后监测数据的对比分析,证明运用该方法对深厚软土区基坑进行支护可以有效控制位移,并对邻近建筑物进行有效保护;为类似的基坑工程提供了可供参考的支护方法。
Through an engineering example,this paper gives an introduction to the retaining and protection of cementsoil wall inserted door frame I-steel's advantage characteristic,design method and construction technology;according to the analysis of monitoring data comparison after the excavation of foundation pit,that by using the method of deep soft soil foundation pit support can effectively control the displacement,and the effective protection of the nearby buildings;provides reference support method for the similar foundation pit engineering.
作者
占建松
郑斌
笪海生
Zhan Jiansong Zheng Bin Da Haisheng(Wuhu Survey and Mapping Design Research Institute Co. , Ltd, Wuhu 241000, Anhui,China)
出处
《岩土工程技术》
2016年第5期235-237,242,共4页
Geotechnical Engineering Technique
关键词
软土基坑
水泥土墙
门架工字钢
被动土加固
soft soil excavations
cement-soil wall
door frame I-steel
soil reinforcement