Computing in-situ strength of rock masses based upon RQD and modified joint factor: Using pressure and damage sensitive constitutive relationship-Reference-Cited by-同舟云学术

Computing in-situ strength of rock masses based upon RQD and modified joint factor: Using pressure and damage sensitive constitutive relationship

Published:2015-10 Issue:5 Volume:7 Page:540-565
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Trivedi Ashutosh^ORCID

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference121 articles.

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5. Evaluation of ratio between splitting tensile strength and compressive strength for concretes up to 120 MPa and its application in strength criterion;Arioglu;ACI Materials Journal,2006

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