Dynamic Response and Energy Evolution of Sandstone Under Coupled Static–Dynamic Compression: Insights from Experimental Study into Deep Rock Engineering Applications-Reference-Cited by-同舟云学术

Dynamic Response and Energy Evolution of Sandstone Under Coupled Static–Dynamic Compression: Insights from Experimental Study into Deep Rock Engineering Applications

Published:2019-10-01 Issue:3 Volume:53 Page:1305-1331
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Zhou Zilong,Cai Xin^ORCID,Li Xibing,Cao Wenzhuo,Du Xueming

Funder

National Basic Research Program of China

National Natural Science Foundation of China

Natural Science Foundation of Hunan

Graduated Students' Research and Innovation Fund Project of Central South University

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/s00603-019-01980-9.pdf

Reference91 articles.

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2. ASTM:D6913/D6913M-17 (2017) Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM International, West Conshohocken. https://doi.org/10.1520/D6913_D6913M-17

3. Basu A, Mishra DA, Roychowdhury K (2013) Rock failure modes under uniaxial compression, Brazilian, and point load tests. Bull Eng Geol Environ 72:457–475. https://doi.org/10.1007/s10064-013-0505-4

4. Bell FG (1978) The physical and mechanical properties of the fell sandstones, Northumberland, England. Eng Geol 12:1–29. https://doi.org/10.1016/0013-7952(78)90002-9

5. Bieniawski ZT (1967a) Mechanism of brittle fracture of rock; part I-theory of the fracture process. Int J Rock Mech Min Sci 4:395–404. https://doi.org/10.1016/0148-9062(67)90030-7

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