蛇口西车辆段上盖物业3号地块基础浅埋稳定性分析  

The Shallow Foundation Stability Analysis of Lot 3 Shekou West Depot Superstructure

作　　者：孙素文 谭伟 刘伟峰 

机构地区：[1]中建国际(深圳)设计顾问有限公司,深圳518048

出　　处：《广东土木与建筑》2011年第6期19-21,24,共4页Guangdong Architecture Civil Engineering

摘　　要：蛇口西车辆段上盖物业3号地块基础岩层浅,无地下室,根据规范规定,对基础浅埋的高层建筑应进行抗倾覆及抗滑移计算。文中对该基础在水平风荷载,各类抗震设防目标下的稳定性进行了相应分析及计算,结果表明基础设计安全可靠,其设计思路及方法可供类似工程参考。Rock block foundation of Lot 3 Shekou West Depot superstructure is shallow,no basement.According to specification,on the basis of tall buildings to conduct shallow must calculate overturning moment and anti-slip.This level of wind loads on the foundation,under various types of seismic stability target the corresponding analysis and calculation from analysis results,the basic design is safe and reliable,the design concept and method can reference for similar projects.

关 键 词：高层建筑 基础浅埋 抗倾覆 抗滑移 抗震性能 抗震设防标准 

分 类 号：TU[建筑科学]