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Journal of Geotechnical and Geoenvironmental Engineering

Volumn 128, Issue 3, 2002, Pages 227-236

Numerical analysis of a tunnel in residual soils

(3) Azevedo, Roberto F b Parreira, Alexandre B c Zornberg, Jorge G a,d

a ASCE ^*

b FEDERAL UNIVERSITY OF VIÇOSA (Brazil)

c UNIVERSITY OF SÃO PAULO (Brazil)

d UNIVERSITY OF COLORADO (United States)

Author keywords

Constitutive models; Excavation; Finite elements; Numerical analysis; Overconsolidated clays; Residual soils; Tunnels

Indexed keywords

ELASTOPLASTICITY; EXCAVATION; NUMERICAL ANALYSIS; SOILS; STRESS ANALYSIS;

UNDERGROUND TRANSIT SYSTEM;

TUNNELS;

FINITE ELEMENT METHOD; NUMERICAL METHOD; RESIDUAL SOIL; TUNNEL;

BRAZIL;

MELIA AZEDARACH;

EID: 0036495099 PISSN: 10900241 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)1090-0241(2002)128:3(227) Document Type: Article

Times cited : (32)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.