基于采场结构参数优化后的充填体强度数值模拟
徐路路,张钦礼,冯如

Numerical Simulation of Backfill Strength Based on Optimization Results of Stope Structural Parameters
Lulu XU,Qinli ZHANG,Ru FENG
表4 各模型顶板、矿柱和充填体柱位移变形数值汇总
Table 4 Summary of displacement deformation values of roof,pillar and filling column of each model
模型回采矿房回采矿柱
顶板/m矿柱/m底板/m顶板/m充填 体柱/m底板/m
1-10.0078690.0062710.0044670.0143720.0129320.010385
1-20.0083260.0070820.0049210.0212350.0156870.011850
1-30.0096030.0090450.0052390.0235240.0202930.014055
1-40.0217910.0237610.0124670.0290200.0248660.019020
1-50.0282760.0270800.0192190.0403540.0276300.030965