摘要
根据相似理论与相似三定理,利用方程推导了岩土工程中线弹性模型与破坏模型的相似准则,阐述了岩土工程中模型试验材料的选取原则,模拟岩体的方法以及模型试验的误差分析。
Based on similarity theory and three similarity theorems, similarity criterion of linear elasticity model and failure model in geotechnical engineering is derived by using the equation. The selection principle of model testing materials in the geotechnical engineering, the simulation method of rock mass and the errors analysis of model testing are expounded.
出处
《现代矿业》
CAS
2009年第2期63-66,共4页
Modern Mining
关键词
模型试验
相似理论
误差分析
Model test
Similarity theory
Error analysis