摘要
基于现有规范、理论和工程经验,对浅埋和深埋地下结构的界限确定方法进行了归纳分析,给出了深埋地下结构竖向土压力计算的2种理论,即普氏压力拱和泰沙基理论,并将该理论应用于深埋拱形地下结构之中,得到了非饱和土和饱和土中深埋圆形隧道周围的土压力计算方法。
Based on the norm, theory and engineering experiences, the method of dividing line standard of deep and shallow buried underground structure are summed up. Then two theories are provided to calculate vertical earth pressured in deep buried underground structure, namely PU' s equilibrium arch theories and Terzaghi theory. Thus the theories are applied in deep buried arch underground structure and have got the earth pressure calculation method of deep-buried circular tunnel in the saturated soil and unsaturated soil.
出处
《中国科技信息》
2012年第5期56-56,58,共2页
China Science and Technology Information
关键词
深埋地下结构
浅深埋界限
土压力
圆形隧道
deep--buried underground structure
dividing linestandard
earth pressure
circular tunnel