摘要
从不连续位移的基本解出发 ,推导了三维不连续位移边界单元法的公式 ,并编制计算机程序 ,分析了单个层状矿床采场的应力、位移分布 ,就采场结构尺寸设计提出了建议。
This paper starting from the basic solution of discontinuous displacement,deduced the formulas of boundary element method for 3-dimensional discontinuous displacement,compiled computer program,analysed the distribution of stress and displacement of stope in individual beded ore and put forward suggestions for the design of structural dimensions of stope.
出处
《矿业研究与开发》
CAS
2000年第2期9-12,共4页
Mining Research and Development
