Mathematical model of block rock masses and its application in analysis of underground structures

被引：0

作者：

Zaretskii Yu.K. ^{[1
]}

Karabaev M.I. ^{[1
]}

机构：

[1] International Institute of Geomechanics and Hydraulic Structures, Moscow

来源：

Soil Mechanics and Foundation Engineering | 2005年 / 42卷 / 1期

关键词：

Mathematical Model; Civil Engineer; Rock Mass; Physical Model; Structural Foundation;

D O I：

10.1007/s11204-005-0014-y

中图分类号：

学科分类号：

摘要：

A mathematical model is presented for contact friction; this model is used in analyzing the stress-strain state of block structures consisting of elastically deformable blocks separated by contact layers. Results of analyses and tests are compared for a physical model. Results are presented for a fissured rock mass during the driving of tunnels for the Kousar hydro project (Iran). © 2005 Springer Science+Business Media, Inc.

引用

页码：1 / 8

页数：7