摘要
节理的几何特征决定着岩体的强度特性和渗透性能。本文论述了国内外节理网络模型的研究现状,并指出今后的发展趋向。
The strength characteristic and the permeability of a rock massaregoverned mainly by its joint geometry. The paper discusses stage-of-art in the study of joint net models both home and abroad, with the trend of the development for the future being also indicated.
出处
《工程勘察》
CSCD
北大核心
1989年第5期23-26,31,共5页
Geotechnical Investigation & Surveying