Based on a foundation pit project in a hospital in Fuzhou,the numerical simulation method was adopted to study the deformation characteristics and stability of composite soil nailing wall with inclined and straight steel pipe piles.The result shows that the maximum deformation of horizontal displacement of the slope surface occurs at the"waist"position of the foundation pit,the deformation control of this position should be properly strengthened during designing.The supporting system of composite soil nailing wall with inclined and straight steel pipe piles is safe and feasible,and has better ability of deformation control and higher stability compared to composite soil nailing wall with double rows of vertical steel pipe piles or single form of soil nailing wall.
关键词
深基坑/斜直交替钢管桩/复合土钉墙/稳定性/位移监测
Key words
deep foundation pit/inclined and straifght steel pipe piles/composite soil nailing wall/stability/displacement monitoring
维普
万方数据