A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Technique is proposed to deal with failure of geologic masses containing weakness planes; this technique, termed "extended" rupture envelope, provides means to clearly distinguish rock and soil from fractured rock and on theoretical level, considers matrix-inclusion system; it may also constitute link between Mohr's and Griffith's failure theories; 5 sample problems concerning site location, structural design, strengthening plane of weakness, changing magnitudes of major and minor principal stresses and changing orientations of major and minor principal stresses.
Technique is proposed to deal with failure of geologic masses containing weakness planes; this technique, termed "extended" rupture envelope, provides means to clearly distinguish rock and soil from fractured rock and on theoretical level, considers matrix-inclusion system; it may also constitute link between Mohr's and Griffith's failure theories; 5 sample problems concerning site location, structural design, strengthening plane of weakness, changing magnitudes of major and minor principal stresses and changing orientations of major and minor principal stresses.
Failure in geologic material containing planes of weakness
Soc Min Engrs -- Trans
Adler, L. (author)
1963
7 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Planes of Weakness in Finite Element Analysis
| British Library Conference Proceedings | 1993
Strength and Acoustic Emission Behaviour of Coal Containing Weakness Planes at Various Inclinations
| British Library Conference Proceedings | 1996
Zones and planes of weakness in rocks and slope stability
| Elsevier | 1969