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Volumn 33, Issue 1, 2002, Pages 13-27

3-D deformation analysis of earth pressure balance shield tunnelling in Bangkok subsoil

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DEFORMATION; FINITE DIFFERENCE METHOD; GEOMETRY; GEOTECHNICAL ENGINEERING; MATHEMATICAL MODELS; SOIL MECHANICS;

EID: 0036554103     PISSN: 00465828     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (8)

References (14)
  • 1
    • 0010687642 scopus 로고    scopus 로고
    • Finite element simulation of shield tunnelling process in cohesive soil
    • AKAGI, H., and KOMIYA, K. (1996). Finite element simulation of shield tunnelling process in cohesive soil. Int. J. Num. Anal. Meht. Geomech. Vol. 23, pp2-44.
    • (1996) Int. J. Num. Anal. Meht. Geomech. , vol.23 , pp. 2-44
    • Akagi, H.1    Komiya, K.2
  • 3
    • 0022012287 scopus 로고
    • Evaluation of soil response to EPB shield tunnelling
    • FINNO, RICHARD J., and WAYNE, G. (1985). Evaluation of soil response to EPB shield tunnelling. Journal of Geotechnical Engineering, Vol.111, No.2, pp155-173.
    • (1985) Journal of Geotechnical Engineering , vol.111 , Issue.2 , pp. 155-173
    • Finno, R.J.1    Wayne, G.2
  • 5
    • 0025573891 scopus 로고
    • Finite element modelling of the three-dimension ground deformations due to tunnelling in soft cohesive soil: PART I - Method of analysis
    • LEE, K. M., and ROWE, R. K. (1990). Finite element modelling of the three-dimension ground deformations due to tunnelling in soft cohesive soil: PART I - Method of analysis. Computers and Geotechnics, Vol. 10, pp87-109.
    • (1990) Computers and Geotechnics , vol.10 , pp. 87-109
    • Lee, K.M.1    Rowe, R.K.2
  • 6
    • 0025573889 scopus 로고
    • Finite element modelling of the three-dimension ground deformations due to tunnelling in soft cohesive soil: PART II- Result
    • LEE, K. M., and ROWE, R. K. (1990). Finite element modelling of the three-dimension ground deformations due to tunnelling in soft cohesive soil: PART II- Result. Computers and Geotechnics, Vol.10. pp111-138.
    • (1990) Computers and Geotechnics , vol.10 , pp. 111-138
    • Lee, K.M.1    Rowe, R.K.2
  • 7
    • 0027010176 scopus 로고
    • Subsidence owing to tunnelling. I. Estimating the gap parameter
    • LEE, K. M., ROWE, R. K., and LO, K. Y. (1992). Subsidence owing to tunnelling. I. Estimating the gap parameter. Canadian Geotechnical Journal, Vol. 29, pp929-940.
    • (1992) Canadian Geotechnical Journal , vol.29 , pp. 929-940
    • Lee, K.M.1    Rowe, R.K.2    Lo, K.Y.3
  • 8
    • 0029313898 scopus 로고
    • Effect of tail void closure on ground movement during shield tunnelling in Sandy Soil
    • OU, C. Y., and CHERING, J. C. (1992). Effect of tail void closure on ground movement during shield tunnelling in Sandy Soil. National Science Council, Taiwan, NSC80-0410-E011-22, pp17-32.
    • (1992) National Science Council, Taiwan, NSC80-0410-E011-22 , pp. 17-32
    • Ou, C.Y.1    Chering, J.C.2
  • 10
    • 0010644015 scopus 로고    scopus 로고
    • Ground movements associated with soft ground tunneling in Bangkok
    • Asian Institute of Technology, Bangkok, Thailand
    • PHIENWEJ, N. (1998). Ground movements associated with soft ground tunneling in Bangkok. Asian Institute of Technology, Bangkok, Thailand.
    • (1998)
    • Phienwej, N.1
  • 12
    • 0032108224 scopus 로고    scopus 로고
    • Tunnelling for infrastructure development in Thailand
    • PHIENWEJ, N. (1998). Tunnelling for infrastructure development in Thailand. Tunnelling and underground space technology, Vol.13, No. 3, pp317-330.
    • (1998) Tunnelling and Underground Space Technology , vol.13 , Issue.3 , pp. 317-330
    • Phienwej, N.1
  • 14
    • 0010727597 scopus 로고
    • Soft ground tunneling in Bangkok subsoils
    • M. Eng. Thesis, Asian Institute of Technology, Bangkok, Thailand
    • RAMASAMY, N. (1992). Soft ground tunneling in Bangkok subsoils, M. Eng. Thesis, Asian Institute of Technology, Bangkok, Thailand.
    • (1992)
    • Ramasamy, N.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.