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Volumn 23, Issue 13 SPEC. ISS., 1999, Pages 1473-1492

A study on problems associated with finite element excavation analysis by the stress-flow coupled method

Author keywords

Elasto plastic analysis; Excavation; Finite element analysis; Stress flow coupled analysis; Three dimensional analysis; Tunnel face effect

Indexed keywords

EXCAVATION; FINITE ELEMENT METHOD; POREWATER; STRESS ANALYSIS; TUNNELING;

EID: 0033237106     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9853(199911)23:13<1473::AID-NAG34>3.0.CO;2-5     Document Type: Article
Times cited : (14)

References (9)
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    • Ohtsu, H.1    Taki, H.2    Kamemura, K.3
  • 3
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    • H. Ohta and S. Hata, 'A theoretical study on the stress-strain relations for clays', Soils Found, 11(3), 65-90 (1971).
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    • Ohta, H.1    Hata, S.2
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    • A study on the design of geotechnical engineering structures considering the interaction between volumetric strain of porous media and pore water
    • III-21
    • H. Y. Ohtsu, Ohnishi and K. Kamemura, 'A study on the design of geotechnical engineering structures considering the interaction between volumetric strain of porous media and pore water,' J. JSCE, (457/III-21), 87-96 (1992).
    • (1992) J. JSCE , Issue.457 , pp. 87-96
    • Ohtsu, H.Y.1    Ohnishi2    Kamemura, K.3
  • 6
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    • General theory of three-dimensional consolidation
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  • 9
    • 0003164418 scopus 로고
    • Constitutive equations considering anisotropy and stress reorientation in clay
    • Aachen, A. A. Balkman, Rotterdam
    • H. Ohta and H. Sekiguchi, 'Constitutive equations considering anisotropy and stress reorientation in clay', Proc. 3rd Int. Conf. on Numerical Methods in Geomechanics, Aachen, A. A. Balkman, Rotterdam, 1979, pp. 475-478.
    • (1979) Proc. 3rd Int. Conf. on Numerical Methods in Geomechanics , pp. 475-478
    • Ohta, H.1    Sekiguchi, H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.