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A new parameter to describe the persistency of non-persistent joints

Author
WASANTHA, P. L. P1 ; RANJITH, P. G1 ; XU, T2 ; ZHAO, J3 ; YAN, Y. L4
[1] Deep Earth Energy Laboratory, Department of Civil Engineering, Building 60, Monash University, Melbourne, Victoria 3800, Australia
[2] Center for Rock Instability and Seismicity Research, Northeastern University, Shenyang 110006, China
[3] Geomechanics, Mining & Resource Engineering, Department of Civil Engineering, Monash University, Melbourne, Victoria 3800, Australia
[4] Center for Material Failure Modeling Research, Dalian University, Dalian 116622, China
Source

Engineering geology. 2014, Vol 181, pp 71-77, 7 p ; ref : 1/4 p

CODEN
EGGOAO
ISSN
0013-7952
Scientific domain
Civil engineering; Geology
Publisher
Elsevier, Kidlington
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
Jointed rock Non-persistent joints Numerical modeling Persistency
Keyword (fr)
Diaclase Distribution contrainte Etude expérimentale Modélisation Mécanique roche Persistance Roche fracturée Simulation numérique
Keyword (en)
Joints Stress distribution Experimental study Modeling Rock mechanics Persistence Jointed rock Numerical simulation
Keyword (es)
Diaclasa Campo restricción Estudio experimental Modelización Mecánica roca Persistencia Roca diaclasada Simulación numérica
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C03 Computation methods. Tables. Charts

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F02 Soil mechanics. Rocks mechanics

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
28872271

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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