砂卵石地层圆形深基坑支护结构土压力  

Earth Pressure on Retaining Structure of Round Deep Foundation Pit in Sand-cobble Soils

作　　者：张家国[1,2] 肖世国[1,3] 邹力 吴兴序[1] 涂文博[1] 

机构地区：[1]西南交通大学土木工程学院,成都610031 [2]成都市建工科学研究设计院,成都610051 [3]西南交通大学地球科学与环境工程学院,成都610031

出　　处：《土木建筑与环境工程》2013年第4期89-93,共5页Journal of Civil,Architectural & Environment Engineering

摘　　要：在以砂卵石地层为主的成都平原地区,近年来圆形深基坑工程逐渐出现,但一直无适宜的支护结构土压力的确定方法,对土压力分布特征尚不清楚。运用弹塑性数值模拟方法,充分考虑桩土变形协调关系,确定了成都地区砂卵石地层的圆形深基坑支护结构上土压力的分布规律,呈现出在围护桩中下部偏大的近似三角形分布模式,平均值小于Rankine主动土压力。开展了模型试验研究,针对试验模型,数值计算值与试验值分布规律整体上具有相似性,二者较为接近,说明了数值计算结果具有一定的合理性。In recent years,the round deep foundation pits engineering gradually appears in Chengdu Plain whose strata are mainly sand-cobble soils.However,there are no proper calculation methods of earth pressure in retaining structure like this and distribution mode of the pressure is unknown.With the use of elastoplastic numerical simulation method involved in interaction between retaining piles and soil,the distribution law of earth pressure of the round deep foundation pit retaining structure is determined.The result shows that distribution of earth pressure on a pile is triangular and the maximum lies in the location of pit bottom,but the average value of the pressure is less than Rankine active earth pressure.Model tests have also been carried out so as to verify the distribution mode.As for the test model,the values obtained by the numerical simulation method are approximately similar to the experimental results in the distribution law as a whole,which to some degree suggests the rationality of the numerical simulation results.

关 键 词：砂卵石地层 圆形深基坑 土压力 数值模拟 模型试验 

分 类 号：TU470[建筑科学—结构工程]