摘要
为了发展可用于各种岩土工程及工程地质问题的一般的位移反分析系统方法，本文在边界控制方法的基础上进行了改进。其目的是对于其各种复杂的系统问题确定最重要的力学参数。
In order to develop a general backanalysis system applicable for various geomechanical fields,a new improved boundary control method is developed.The aim of the study is to indentify the parameters for most important geomechanical characteristic values in a general program,so that to ensure that the method is suitable for large systems.
出处
《工程地质学报》
CSCD
1996年第4期42-47,共6页
Journal of Engineering Geology
