摘要
通过对淤泥质粘土冻结后的力学性能以及冻土墙的稳定性的阐述 ,并对冻结法施工软土深基坑在经济、技术方面的可行性进行了分析。结果表明 :淤泥质粘土冻结后具有一定的强度 ,利用冻土墙维护软土深基坑在经济、技术上都是可行的。
This paper discusses and analyses the possibility of the freezing method in constructing deep softclay foundation pit,through studing the mechinical properties of frozen mucky soil and the stability of frozen wall.A conclusion is obtained that under certain circumstances,it is feasible and practicable to build frozensoil walls to maintain the foundation pits.
出处
《淮南工业学院学报》
2000年第2期23-27,共5页
Journal of Huainan Institute of Technology(Natural Science)
