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Optimal placement method of measuring equipment in the measurement of the earth retaining wall at the excavation

机译:开挖土挡墙测量中测量设备的优化布置方法

摘要

PROBLEM TO BE SOLVED: To provide an optimum arrangement selection method of a measuring apparatus in measurement of an earth retaining wall in excavation work, capable of achieving suitable measuring apparatus arrangement.;SOLUTION: Before starting excavation work, design calculation of an excavation earth retaining wall on a representative cross section is performed to construct a function z=g(y) of depth and displacement (step S1). A distribution shape in an extension direction of the displacement on an earth retaining head position is set to z=h(x) (step S2). Three-dimensional deformation behavior of the earth retaining wall is set to z=f(x, y)=h(x)g(y) (step S3). Sorts (a displacement meter, an inclinometer)/number of measuring instruments and installation available positions are set (step S4). Arrangement corresponding to the number of measuring apparatuses is extracted at random by Monte Carlo simulation and the deformation behavior of the earth retaining wall is reproduced by a tertiary B-spline method (step S5). Accuracy improvement quantity in each arrangement is evaluated (step S6). While comparing optimum arrangements, the optimum arrangement of measuring apparatuses in the whole excavation work is determined.;COPYRIGHT: (C)2014,JPO&INPIT
机译:要解决的问题:提供一种在挖掘工作中测量挡土墙的测量设备的最佳布置选择方法,能够实现合适的测量设备布置。执行代表性横截面上的壁以构造深度和位移的函数z = g(y)(步骤S1)。将在土方头位置上的位移的延伸方向上的分布形状设定为z = h(x)(步骤S2)。将挡土墙的三维变形行为设为z = f(x,y)= h(x)g(y)(步骤S3)。设置种类(位移计,倾角计)/测量仪器的数量和安装可用位置(步骤S4)。通过蒙特卡洛模拟随机地提取与测量仪器的数量相对应的布置,并且通过三次B样条方法再现土体挡土墙的变形行为(步骤S5)。评估每种布置中的精度提高量(步骤S6)。在比较最佳布置的同时,确定了整个挖掘工作中测量仪器的最佳布置。;版权所有:(C)2014,日本特许厅&INPIT

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