Influence of the Rock Length-to-Diameter Ratio and Failure Modes on Uniaxial Compression Strength-Reference-Cited by-同舟云学术

Influence of the Rock Length-to-Diameter Ratio and Failure Modes on Uniaxial Compression Strength

Published:2020-01-02 Issue:3 Volume:38 Page:2551-2557
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Chen Jun^ORCID,Yang Renshu,Kang Yiqiang

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-019-01168-6.pdf

Reference33 articles.

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2. Aligholi S, Lashkaripour GR, Ghafoori M (2017) Strength/brittleness classification of igneous intact rocks based on basic physical and dynamic properties. Rock Mech Rock Eng 50(1):45–65

3. Al-Jassar SH, Hawkins AB (1979) Geotechnical properties of the carboniferous limestone of the Bristol area. The influence of petrography and chemistry.

4. ASTM (1994) American Society for Testing and Materials. Philadeplhia, PA, USA

5. Chen W (1975) Limit analysis and soil plasticity. Elsevier, Amsterdam

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