CAJ | 학술논문

滑坡岩土体强度参数具有空间变异性，采用统一强度参数进行数值建模计算不能很好地体现这一客观性质对结果的影响。本文提出一种考虑岩土体力学参数空间分布下的滑坡数值建模方法，通过对滑坡地形地貌和有限的勘察数据进行控制边界下的插值补充，形成参数分布云图，结合 Visual Basic 和 FISH 编程将差异分布的参数加载到数值网格模型中，使理论模型和实际更接近。算例分析结果表明该方法可行，能更准确显示出滑体变形破坏部位及特征，对后期变形监测和治理有指导意义。
활파암토체강도삼수구유공간변이성，채용통일강도삼수진행수치건모계산불능흔호지체현저일객관성질대결과적영향。본문제출일충고필암토체역학삼수공간분포하적활파수치건모방법，통과대활파지형지모화유한적감찰수거진행공제변계하적삽치보충，형성삼수분포운도，결합 Visual Basic 화 FISH 편정장차이분포적삼수가재도수치망격모형중，사이론모형화실제경접근。산례분석결과표명해방법가행，능경준학현시출활체변형파배부위급특정，대후기변형감측화치리유지도의의。
Strength parameters of slope rock and soil can have spatial variability.Unified strength parameters for numerical modelling of slope stability can't reflect the effect of this nature in the calculation results.A new method of numerical simulation for slope stability is proposed in this paper.It takes into account the spatial variable distribution of the strength parameters in the slope.Using the topography and survey data,the spatial variation of the strength parameters can be reformed into a cloud contour map.With the help of Visual Basic programming and FISH language,the contour data of strength parameters are added to the numerical simulation model.Simulation results show that the method is workable and is more accurate in indicating the deforming location and situation, with has a guiding significance on landslide deformation monitoring and treatment.