考虑施工过程的土层锚杆挡土桩共同作用的非线性分析  

A NONLINEAR ANALYSIS OF COMBINED ACTIONS OF SOIL ANCHORS AND EARTH-RETAINING PILE WALL IN CONSIDERATION OF CONSTRUCTION STEPS

作　　者：刘岸军[1] 龚晓南[1] 钱国桢[2] 

机构地区：[1]浙江大学土木工程系,杭州310027 [2]杭州天元建筑设计研究院,杭州311201

出　　处：《工业建筑》2006年第5期74-78,共5页Industrial Construction

摘　　要：根据基坑开挖的施工过程,对每一个开挖步骤,利用锚杆和挡土桩交点变形协调关系建立协调方程组;对锚杆的P-s曲线用最小二乘法进行多项式拟合,得到非线性的回归函数,并将其代入变形协调方程组,用不动点迭代法编程求解,得到每个开挖过程锚杆的内力和位移值。将不同施工过程的同一点的所有变形值累加,即得到了该点在开挖结束后的最终变形。Considering construction steps, to every step, nonlinear equations are proposed according to the compatibility of deformation of the intersection point between soil anchors and earth-retaining pile wall. Multinomial fitting of P - s curve are figured out with the method of the least squares, then the nonlinear regression function is gained, which is put into the nonlinear equations and solved through fixed point iterative program. The force and displacement of every construction step can be obtained. By summation of the displacements of the same point for different construction steps, the eventual displacement can be got.

关 键 词：施工过程 土层锚杆 共同作用 非线性回归函数 

分 类 号：TU470[建筑科学—结构工程]