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Volumn 6, Issue 1, 2013, Pages 169-175

Influence of rock mass properties on tunnel inflow using hydromechanical numerical study

Author keywords

Distinct element modeling; Hydromechanical analysis; Tunnel; Water inflow

Indexed keywords

DISTINCT ELEMENT METHOD; GROUNDWATER FLOW; HYDRAULIC FRACTURE; HYDROMECHANICS; INFLOW; NONLINEARITY; NUMERICAL MODEL; ROCK MASS RESPONSE; SHEAR STRESS; TUNNEL; UNDERGROUND CONSTRUCTION;

EID: 85027939213     PISSN: 18667511     EISSN: 18667538     Source Type: Journal    
DOI: 10.1007/s12517-011-0320-9     Document Type: Article
Times cited : (20)

References (15)
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  • 2
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    • An analytical solution for steady flow into a tunnel
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  • 9
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    • Water inflow into excavations in fractured rock-a three dimensional hydro-mechanical numerical study
    • Mas Ivars D (2006) Water inflow into excavations in fractured rock-a three dimensional hydro-mechanical numerical study. Int J Rock Mech Min Sci 43: 705-725.
    • (2006) Int J Rock Mech Min Sci , vol.43 , pp. 705-725
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  • 10
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    • Rutqvist, J.1    Stephansson, O.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.