The Effect of Specimen Size on Strength and Other Properties in Laboratory Testing of Rock and Rock-Like Cementitious Brittle Materials-Reference-Cited by-同舟云学术

The Effect of Specimen Size on Strength and Other Properties in Laboratory Testing of Rock and Rock-Like Cementitious Brittle Materials

Published:2011-06-17 Issue:5 Volume:44 Page:513-529
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Darlington William J.,Ranjith Pathegama G.,Choi S. K.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-011-0161-6.pdf

Reference24 articles.

1. ASTM (2001) Standard practices for preparing rock core specimens and determining dimensional and shape tolerances, Designation: D 4543–01. Annual Book of ASTM Standards. ASTM International, West Conshohocken

2. ASTM (2004) Standard test method for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures, Designation: D 7012-04. Annual Book of ASTM Standards. ASTM International, West Conshohocken

3. ASTM (2007) Standard test method for particle-size analysis of soils, Designation: D422-63. Annual Book of ASTM Standards. ASTM International, West Conshohocken

4. Bazant ZP (1984) Size effect in blunt fracture: concrete rock metal. J Eng Mech (ASCE) 110:518–535

5. Blanks RF, Mcnamara CC (1935) Mass concrete tests in large cylinders. J Am Concr Inst 31:280–303

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