Evaluation of strength and mechanical properties of Disang sandstone from Tertiary formation in Indian Himalaya under complete and incomplete uniaxial cyclic loading conditions-Reference-Cited by-同舟云学术

Evaluation of strength and mechanical properties of Disang sandstone from Tertiary formation in Indian Himalaya under complete and incomplete uniaxial cyclic loading conditions

Published:2024-03-06 Issue:4 Volume:17 Page:
ISSN:1866-7511
Container-title:Arabian Journal of Geosciences
language:en
Short-container-title:Arab J Geosci

Author:

Ghosh Roy Mainak^ORCID,Rao K. Seshagiri

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s12517-024-11923-6.pdf

Reference46 articles.

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2. ASTM D3999, D3999 M-11e1, 2011 Standard test methods for the determination of the modulus and damping properties of soils using the cyclic triaxial apparatus ASTM International, West Conshohocken https://doi.org/10.1520/D3999_D3999M

3. ASTM D5311, D5311 M-13, 2013 Standard test method for load controlled cyclic triaxial strength of soil ASTM International, West Conshohocken https://doi.org/10.1520/D5311_D5311M

4. Attewell P, Farmer W (1973) Fatigue behaviour of rock. Int J Rock Mech Min Sci 10:1–9. https://doi.org/10.1016/0148-9062(73)90055-7

5. Bagde NM, Petros V (2005) Fatigue properties of intact sandstone samples subjected to cyclic uniaxial cyclic loading. Int J Rock Mech Min Sci 42:237–250. https://doi.org/10.1016/j.ijrmms.2004.08.008

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