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Volumn 42, Issue 6, 2002, Pages 1-8

Numerical analysis of the seismic behavior of tunnels constructed in liquefiable soils

Author keywords

Cyclic; Elastoplastic; Finite element; Liquefaction; Pore pressure; Saturated; Seismic; Tunnels (IGC: E2)

Indexed keywords

ELASTOPLASTICITY; HARDENING; KINEMATICS; MATHEMATICAL MODELS; PORE PRESSURE; SEISMOLOGY; SOIL LIQUEFACTION; TUNNELS;

EID: 0242297699     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.42.6_1     Document Type: Article
Times cited : (42)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.