Engineering geological studies of the diversion tunnel, focusing on stabilization analysis and support design, Iran

Engineering Geology

Volumn 108, Issue 3-4, 2009, Pages 208-224

  Rasouli, M ^a  

^a UNIVERSITY OF TABRIZ   (Iran)

Author keywords

Empirical and numerical method; Engineering geology; Rock mass classification system; Tunnel support design

Indexed keywords

ANALYTICAL METHOD; CONVERGENCE-CONFINEMENT METHOD; DAM SITE; DIVERSION TUNNEL; EMPIRICAL AND NUMERICAL METHOD; EMPIRICAL METHOD; FINITE ELEMENT; GEOTECHNICAL; LABORATORY INVESTIGATIONS; NUMERICAL MODELING; PLASTIC ZONES; ROCK MASS; ROCK MASS CLASSIFICATION; ROCK MASS CLASSIFICATION SYSTEM; ROCK UNITS; STABILITY ANALYSIS; STABILITY PROBLEM; STABILIZATION ANALYSIS; SUPPORT DESIGN; SUPPORT SYSTEMS; TUNNEL ALIGNMENTS; TUNNEL SUPPORT DESIGN; WATER STORAGE;

DAMS; DESIGN; ENGINEERING GEOLOGY; NUMBER THEORY; NUMERICAL METHODS; ROCK MECHANICS; SYSTEM STABILITY; TUNNELS; WEATHERING; WIND TUNNELS; WORD PROCESSING;

ROCKS;

DESIGN METHOD; ENGINEERING GEOLOGY; FINITE ELEMENT METHOD; NUMERICAL MODEL; PERFORMANCE ASSESSMENT; ROCK MASS CLASSIFICATION; ROCK MASS RESPONSE; SOFTWARE; STABILITY ANALYSIS; SUPPORT; TUNNEL DESIGN;

ASIA; EURASIA; IRAN; MIDDLE EAST;

EID: 70249142092     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2009.07.007     Document Type: Article

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