岩土工程
床上用品
地质学
岩石力学
岩体分类
地质力学
岩体评级
床
各向异性
理论(学习稳定性)
地质强度指标
计算机科学
物理
生物
机器学习
园艺
量子力学
作者
E. T. Brown,D. H. Trollope
出处
期刊:Journal of the Soil Mechanics and Foundations Division
[American Society of Civil Engineers]
日期:1970-03-01
卷期号:96 (2): 685-704
被引量:100
标识
DOI:10.1061/jsfeaq.0001411
摘要
One of the most difficult problems encountered in analyses of the stability of structures built on and in rock is the determination of failure criteria for rock masses containing joints, bedding planes, and other geomechanical defects. At the fundamental level little is known about the mechanics of discontinuous and anisotropic rock masses. Analyses of their behavior made in engineering practice are usually based on simplifying assumptions.
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