A platform for research: civil engineering, architecture and urbanism
Phenomenon of change in volume of rocks at shear failure is analyzed by using results of both laboratory and field tests; some consequences of practical importance for testing procedures and strength of rocks in underground structures and in rock-slides.
Phenomenon of change in volume of rocks at shear failure is analyzed by using results of both laboratory and field tests; some consequences of practical importance for testing procedures and strength of rocks in underground structures and in rock-slides.
Dilatancy of rocks
Felsmechanik und Ingenieur-geologie
Mencl, V. (author)
1965
4 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Dilatancy in fracture of crystalline rocks
Engineering Index Backfile | 1966
|Strength and dilatancy of jointed rocks with granular fill
Springer Verlag | 2009
|Dilatancy hysteresis in rocks: a generalized ramberg-osgood approach
Elsevier | 1991
|