A simple procedure for ground response curve of circular tunnel in elastic-strain softening rock masses

Tunnelling and Underground Space Technology

Volumn 23, Issue 2, 2008, Pages 151-159

  Park, Kyung Ho ^a   Tontavanich, Bituporn ^b   Lee, Joo Gong ^c  

^a ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

^b Geoconsult Asia Singapore Pte Ltd   (Singapore)

^c DODAM E and C Co Ltd   (South Korea)

Author keywords

Dilatancy; Elastic strain softening rock; Ground response curves; Hoek Brown yield criterion; Tunnels

Indexed keywords

ELASTICITY; NONLINEAR ANALYSIS; STRAIN; TUNNELING (EXCAVATION);

ELASTIC STRAIN; GROUND RESPONSE CURVES; LINEAR MOHR-COULOMB; ROCK MASSES;

TUNNELS;

ELASTICITY; NONLINEAR ANALYSIS; STRAIN; TUNNELING (EXCAVATION); TUNNELS;

DILATANCY; ELASTICITY; GROUND MOVEMENT; HOEK-BROWN CRITERION; RESPONSE ANALYSIS; SOFTENING; STRAIN; TUNNEL;

EID: 44349107175     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2007.03.002     Document Type: Article

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