ansys software has been applied successfully in construction of deep foundation pit excavation in shanghai south station reconstruction project of shanghai metro line no 1.
ansys软件已成功应用于上海地铁1号线上海南站车站改建工程地下结构的深基坑开挖施工工程中。
special reverse construction method, semi-reverse method and normal method were jointly adopted in deep foundation pit excavation of subway station he-nan-zhong-lu, shanghai.
对于超大型深基坑开挖和地下结构工程,采用半逆作法施工是比较经济而有效的。
abstract: : in recent years, the buildings in the city with the development of urban modernization and heighten, deep foundation pit excavation supporting problem increasingly prominent.
摘要:近年来,城市中的建筑高度随着城市现代化的推进而增高,深基坑开挖支护理由日益突出。
with the emergence of the high-rise construction and the underground project, the quantity of deep foundation pit excavation project rapidly increases.
高层建筑以及地下工程不断涌现,深基坑工程数量迅速增多。
load transfer behavior of supporting pile for foundation excavation was studied through testing the change of bending moment of the pile with the deep foundation pit excavation program.
通过在基坑支护桩中埋置应力计,跟蹤测试基坑在开挖过程中桩身弯矩和桩顶位移的变化,研究支护桩荷载传递规律。