A new parameter to describe the persistency of non-persistent joints-Reference-Cited by-同舟云学术

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

Published:2014-10 Issue: Volume:181 Page:71-77
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Wasantha P.L.P.,Ranjith P.G.^ORCID,Xu T.,Zhao J.,Yan Y.L.

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference25 articles.

1. Statistical analysis of the effect of joint geometrical parameters on the mechanical properties of non-persistent jointed rock masses;Bahaaddini,2012

2. Estimation of rock mass strength and deformation modulus of jointed hard rock masses using the GSI system;Cai;Int. J. Rock Mech. Min. Sci.,2004

3. Characterizing rock joint geometry with joint system models;Dershowitz;Rock Mech. Rock. Eng.,1988

4. Consideration of fracture growth from an inclined slit and inclined initial fracture at the surface of rock and mortar in compression;Fujii;Int. J. Rock Mech. Min. Sci.,2004

5. The phenomena of rupture and flow in solids;Griffith;Philos. Trans. R. Soc. Lond.,1921

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