摘要
近年来 ,地下连续墙在基坑围护中成为优先考虑的方案之一 ,它具有结构刚性大 ,适应各种地质条件 ,施工深度快 ,施工噪音小、震动小 ,机械化程度高等优点。通过现场监测数据以及有限元计算 。
In recent years the underground diaphragm becomes the preferred foundation pit enclosure. It is characterized by high structural rigidity, good suitability to different geological conditions, low noise and vibration during construction, high mechanization of the work. In this paper, the law of settlement of buildings near the diaphragm wall construction is given by analyzing the data from a real project and numerical simulation.
出处
《地下空间》
CSCD
2003年第2期115-118,共4页
Underground Space
基金
上海市重点学科建设项目 (沪教委科 [2 0 0 1 ]4 4号 )资助
