ILL-POSED PROBLEMS IN GEOMECHANICS

被引：0

作者：

Mirenkov, V. E. ^{[1
]}

机构：

[1] Russian Acad Sci, Siberian Branch, Inst Min, Novosibirsk, Russia

来源：

JOURNAL OF MINING SCIENCE | 2011年 / 47卷 / 03期

基金：

俄罗斯基础研究基金会;

关键词：

Equations; method; boundary; contact; displacements; stress; pillar; rock block; inverse problem; direct problem;

D O I：

暂无

中图分类号：

TD [矿业工程];

学科分类号：

0819 ;

摘要：

Any inverse problem requires that its ill-posedness be overcome through regularization or derivation of precise equations. On the basis of singular integral equations, connecting boundary values of stresses and displacements, the author proposes convergence method and its numerical algorithm in terms of a piecewise-homogeneous domain (pillar) where elastic properties, boundary surfaces and the contact conditions are determined under the overdetermined boundary conditions at the available contour of the domain.

引用

页码：283 / 289

页数：7