论文部分内容阅读
根据空间杆系有限元法建立了排桩支护结构的计算模型,并通过改变基坑长、宽、深三维尺寸参数,探讨了支护桩结构的几何尺寸效应。
Based on the finite element method of the space bar, the calculation model of the piled piles supporting structure is established and the geometrical dimension effect of the supporting piles structure is discussed by changing the dimension parameters of the length, width and depth of the foundation pit.