某事故工程计算分析  

作　　者：张海东[1] 陈鸣[1] 李庆刚[1] 于忠诚[2] 

机构地区：[1]辽宁省建筑设计研究院,沈阳110005 [2]沈阳建筑大学,沈阳110168

出　　处：《工程勘察》2008年第S1期101-107,共7页Geotechnical Investigation & Surveying

摘　　要：按国家有关规范标准对某建筑工程滑移倾覆事故进行计算分析,提出对于承重和支护合为一体侧向刚度很大的结构的填土压力不能取主动土压力,应取静止土压力,同时这类结构应重视施工阶段的结构稳定性验算,分析结果对工程实践很有启发性和借鉴意义。According to the rule of Code and Standard. based on calculating and analysis the accident of a inclined and slipped building. A method of filling pressure for the structure with bearing and support in one construction and largly rigiditity in side direction was presented. It is that earth pressure an rest instead of active pressure should be used in the above-mentioned situation and at same time in the construction period the stability' s checking of the structure should be emphasized . the conclusion would be have the meaning of inspiring and experiencing for construction work.

关 键 词：土方回填 滑移 倾覆 静止土压力 

分 类 号：TU470[建筑科学—结构工程]