摘要
结合某大厦三层地下室基坑工程实例,本文介绍了深基坑支护的设计与分析方法。根据该工程的场地环境及水文地质条件,综合经济性合理性等因素,选用"SMW工法+三道钢管内支撑"的支护形式。分析计算以及监测数据表明支护结构的内力、变形及稳定性等各项指标满足要求。
Combined with three layers of Foundation pit in the basement of a building project,this article describes methods for design and analysis of deep Foundation pit support.According to the project site environmental and hydro-geological conditions,factors such as the integrated economic rationality,choice ＂SMW method within three steel pipe support＂.Analysis calculation and monitoring data indicate that internal force and deformation of support structure and stability,and other indicators to meet the requirements.
出处
《福建建筑》
2012年第9期97-99,共3页
Fujian Architecture & Construction
