摘要
以南京地铁某综合楼基坑工程为例,针对面积大、深度深、地质条件差等特点,通过选型分析给出了该基坑的支护设计方案。分析了常用板式支护体系和内支撑的工程应用特点。对整个围护结构进行了山肩邦男简化计算。计算表明整个基坑工程可以较好的保护环境,为同类工程提供了参考。
Taking Nanjing subway foundation pit of a certain complex building project as an example,the area,depth,poor geological conditions and other characteristics,through the selection of analysis gives the foundation pit supporting design,analysis of the common type of supporting system and the internal support engineering application characteristics.The entire enclosure structure is Yama Kunio simplified calculation,calculation show that the foundation can better protect environment,offer a reference for similar engineering.
出处
《科学技术与工程》
北大核心
2013年第3期799-805,共7页
Science Technology and Engineering
关键词
深基坑
稳定性
山肩邦男简化计算
土压力
水土压力
墙体内力
deep foundation pit stability Yama Kunio simplified calculation earth pressure soil pressure wall stress