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Volumn 24, Issue 2, 1999, Pages 125-140

Stress and displacement fields around a deep circular tunnel with partial sealing

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; CONSOLIDATION; ELASTICITY; LAPLACE TRANSFORMS; MECHANICAL PERMEABILITY; PORE PRESSURE; SEALING (CLOSING); SOILS; STRESS ANALYSIS; TIME DOMAIN ANALYSIS; TUNNELING (EXCAVATION);

EID: 0033023481     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(98)00035-4     Document Type: Article
Times cited : (80)

References (15)
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  • 6
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    • (1994) J of Geotechnical Engng ASCE , vol.120 , Issue.10 , pp. 1768-1791
    • Fernández, G.1
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    • Samarasekera, L.1    Eisenstein, Z.2
  • 9
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    • Biot M.A. General theory of three-dimensional consolidation. Journal of Applied Physics. 12:1941;155-165.
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  • 10
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    • Elastic consolidation around a deep circular tunnel
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.