Influence of Large Syncline on In Situ Stress Field: A Case Study of the Kaiping Coalfield, China-Reference-Cited by-同舟云学术

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Influence of Large Syncline on In Situ Stress Field: A Case Study of the Kaiping Coalfield, China

Published:2016-07-01 Issue:11 Volume:49 Page:4423-4440
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Han Jun,Zhang Hongwei,Liang Bin,Rong Hai,Lan Tianwei,Liu Yuanzheng,Ren Ting

Funder

Natural Science Foundation of China

National Natural Science Foundation of China

Major State Basic Research Development Program of China (973 Program)

Natural Science Foundation of Liaoning

Program for Liaoning Excellent Talents in 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/s00603-016-1039-4.pdf

Reference72 articles.

1. Aagaard BT, Heaton TH, Hall JF (2001) Dynamic earthquake failures in the presence of lithostatic normal stresses: implications for friction models and heat production. Bull Seismol Soc Am 91(6):1765–1796. doi: 10.1785/0120000257

2. Amadei B (1985) Applicability of the theory of hollow inclusions for overcoring stress measurements in rock. Rock Mech Rock Eng 18(2):107–130. doi: 10.1007/BF01019601

3. Amadei B, Stephansson O (1997) Rock stress and its measurement. Chapman & Hall, London

4. Brady BHG, Brown ET (2007) Rock Mechanics for underground mining. Springer, Berlin, pp 1–13

5. Brown ET, Hoek E (1978) Trends in relationships between measured in situ stresses and depth. Int J Rock Mech Min Sci Geomech Abstr 15(4):211–215

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