3D effects on earth pressure and displacements during tunnel excavations

Soils and Foundations

Volumn 44, Issue 5, 2004, Pages 37-49

  Shahin, Hossain M ^a   Nakai, Teruo ^b   Hinokio, Masaya ^b   Yamaguchi, Daisuke ^b  

^a NAGOYA INSTITUTE OF TECHNOLOGY   (Japan)

^b Department of Civil Engineering ^*  (Japan)

Author keywords

(3D problem); (trap door); Constitutive equation of soil; Earth pressure; Excavation; Finite element method; Model test; Settlement; Tunnel (IGC: E2 E5 E14 H5)

Indexed keywords

COMPUTER SIMULATION; FINITE ELEMENT METHOD; NUMERICAL ANALYSIS; PRESSURE EFFECTS; THREE DIMENSIONAL; TUNNELS;

3D PROBLEM; EARTH PRESSURE; MODEL TESTS; SETTLEMENTS;

EXCAVATION;

EID: 24744469394     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.44.5_37     Document Type: Article

References (6)

1. Adachi, T., Tamura, T., Kimura, M. and Araraaki, S. (1994): Earth pressure distribution in trap door tests, Proc. 29th Japan National Conference of SMFE, 3, 1989-1992 (in Japanese).
2. Nakai, T. and Hinokio, M. (2004): A simple elastoplastic model for normally and overconsolidated soils with unified material parameters, Soils and Foundations, 44(2), 53-70.
3. Nakai, T., Xu, L. and Yamazaki, H. (1997): 3D and 2D model tests and numerical analyses of settlements and earth pressure due to tunnel excavation, Soils and Foundations, 37(3), 31-42.
4. Nakai, T., Matsubara, H., Kusunoki, S. and Farias, M. M. (1999): Effects of excavation sequence on the 3D settlement of shallow tunnels, Proc. Int. Sym. on Geotechnical Aspects of Underground Construction in Soft Ground, Tokyo, 1, 403-408.
5. Nakai, T., Yamaguchi, T., Shahin, H. M., Kurimoto, T. and Farias, M. M. (2001): Earth pressure and ground movements due to tunneling-model tests and analyses, Proc. Int. Sym. on Modern Tunneling Science and Technology, Kyoto, 1, 403-408.
6. Shahin, H. M., Nakai, T., Hinokio, M., Kurimoto, T. and Sada, T. (2004): Influence of surface loads and construction sequence on ground response due to tunneling, Soils and Foundations, 44(2), 71-84.