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Volumn 124, Issue 8, 1998, Pages 749-756

Effects of construction of diaphragm wall panels on adjacent ground: field trial

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; PORE PRESSURE; SOIL MECHANICS; STRUCTURAL PANELS;

EID: 0032143420     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:8(749)     Document Type: Article
Times cited : (60)

References (11)
  • 2
    • 0028669237 scopus 로고
    • An analysis of bored pile/diaphragm wall installation effects
    • London, England
    • De Moor, E. K. (1994). "An analysis of bored pile/diaphragm wall installation effects." Geotechnique, London, England, 44(2), 341-347.
    • (1994) Geotechnique , vol.44 , Issue.2 , pp. 341-347
    • De Moor, E.K.1
  • 3
    • 0000413341 scopus 로고
    • Full scale field tests of a slurry trench excavation in soft clay
    • Spanish Society for Soil Mechanics and Foundations, Madrid, Spain
    • Dibiagio, E., and Myrvoll, F. (1972). "Full scale field tests of a slurry trench excavation in soft clay." Proc., 5th Eur. Conf. on Soil Meck. and Found. Engrg., 1, Spanish Society for Soil Mechanics and Foundations, Madrid, Spain, 461-471.
    • (1972) Proc., 5th Eur. Conf. on Soil Meck. and Found. Engrg. , vol.1 , pp. 461-471
    • Dibiagio, E.1    Myrvoll, F.2
  • 5
    • 0026834755 scopus 로고
    • Installation effects and their importance in the design of earth retaining structures
    • London, England
    • Gunn, M. J., and Clayton, R. I. (1992). "Installation effects and their importance in the design of earth retaining structures." Geotechnique, London, England, 42(1), 137-142.
    • (1992) Geotechnique , vol.42 , Issue.1 , pp. 137-142
    • Gunn, M.J.1    Clayton, R.I.2
  • 7
    • 0028167142 scopus 로고
    • The lateral pressure of wet concrete in diaphragm wall panels cast under bentonite
    • Thomas Telford, London, England
    • Lings, M. L., Ng, W. W., and Nash, D. F. T. (1994). "The lateral pressure of wet concrete in diaphragm wall panels cast under bentonite." Proc., Instn. Civ. Engrs. Geotech. Engrg., Thomas Telford, London, England, 107(7), 163-172.
    • (1994) Proc., Instn. Civ. Engrs. Geotech. Engrg. , vol.107 , Issue.7 , pp. 163-172
    • Lings, M.L.1    Ng, W.W.2    Nash, D.F.T.3
  • 8
    • 0029415716 scopus 로고
    • Effects of modeling soil nonlinearity and wall installation on back-analysis of deep excavation in stiff clay
    • ASCE
    • Ng, W. W., and Lings, M. L. (1995). "Effects of modeling soil nonlinearity and wall installation on back-analysis of deep excavation in stiff clay." J. Geotech. Engrg., ASCE, 121(10), 687-695.
    • (1995) J. Geotech. Engrg. , vol.121 , Issue.10 , pp. 687-695
    • Ng, W.W.1    Lings, M.L.2
  • 9
    • 0029472578 scopus 로고
    • An approximate analysis of the three-dimensional effects of diaphragm wall installation
    • London, England
    • Ng, W. W., Lings, M. L., Simpson, B., and Nach, D. F. T. (1995). "An approximate analysis of the three-dimensional effects of diaphragm wall installation." Geotechnique, London, England, 45(3), 497-507.
    • (1995) Geotechnique , vol.45 , Issue.3 , pp. 497-507
    • Ng, W.W.1    Lings, M.L.2    Simpson, B.3    Nach, D.F.T.4
  • 10
    • 0000449995 scopus 로고    scopus 로고
    • Stability of slurry trench excavation in soft clay
    • Tokyo, Japan
    • Tamano, T., Fukui, S., Suzuki, H., and Ueshita, K. (1996). "Stability of slurry trench excavation in soft clay." Soils and Found., Tokyo, Japan, 36(2), 101-110.
    • (1996) Soils and Found. , vol.36 , Issue.2 , pp. 101-110
    • Tamano, T.1    Fukui, S.2    Suzuki, H.3    Ueshita, K.4
  • 11
    • 0021586442 scopus 로고
    • Behaviour of a propped embedded retaining wall in stiff clay at Bell Common Tunnel
    • London, England
    • Tedd, P., Chard, B. M., Charles, J. A., and Symons, I. F. (1984). "Behaviour of a propped embedded retaining wall in stiff clay at Bell Common Tunnel." Geotechnique, London, England, 34(4), 513-532.
    • (1984) Geotechnique , vol.34 , Issue.4 , pp. 513-532
    • Tedd, P.1    Chard, B.M.2    Charles, J.A.3    Symons, I.F.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.