摘要
简要介绍了广州珠江钢厂场地的地质条件和工程概况。重点探讨和分析了在此场地搞地下围护工程时如何进行方案选择。并对 -3.5m的浅基坑、-3.5m～ -4 .5m和 -4 5m～ -6 0m的基坑以及 -6 0m以上的深基坑应采用的围护形式分别进行了阐述。还指出必须对支护结构周围土体进行综合系统监测 ,以确保工程的顺利进行。
The geological condition and general situation of engineering for site of the Zhujiang steel works are introduced briefly. The thing of how to choice the plan to conduct the reinforced engineering are discussed and analyzed mainly. The reinforced forms for the -4.5m～-6.0m foundation pit and >6.0m deep foundation pit are elaborated. Author point out that the soil nearing the reinforced structure must be carried out system monitoring to ensure the process of the engineering.
出处
《山西建筑》
2002年第1期24-25,共2页
Shanxi Architecture
关键词
地质条件
基抗
围护结构
广州市
支护结构
foundation pit, reinforced structure, geological condition, choice of plan
