Application of hydraulic fracturing in-situ stress measurements in tunneling along the Dali-Lijiang Railway, Yunnan, China

Geological Bulletin of China

Volumn 25, Issue 5, 2006, Pages 644-648

  Li, Jin Suo ^a   Peng, Hua ^a   Ma, Xiu Min ^a   Li, Jian Wen ^b   Liao, Huai Qing ^b   Yang, Shao Xi ^b  

^a INSTITUTE OF MINERAL RESOURCES   (China)

^b Sichuan Southwest Dadi Construction Geophysical Exploration Co Ltd   (China)

Author keywords

Geological hazard; Hydraulic fracturing; In situ stress field; Principal horizontal compressive stress; Railway tunneling work, yunnan

Indexed keywords

COMPRESSIVE STRENGTH; GEOLOGICAL HAZARD; HYDRAULIC FRACTURE; IN SITU STRESS; RAILWAY CONSTRUCTION; ROCKBURST; STRESS FIELD; STRESS MEASUREMENT; TUNNELING;

ASIA; CHINA; DALI; EURASIA; FAR EAST; LIJIANG; YUNNAN;

EID: 33846522882     PISSN: 16712552     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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12. Guo F, Morgenstern N R, Scott J D. Interpretation of hydraulic fracturing pressure: A comparison of eight methods used to identify shut - in pressure[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1993,30(6):627-631.