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Volumn 48, Issue 4, 1998, Pages 483-494

Soil stiffness in stress paths relevant to diaphragm walls in clay

Author keywords

Clays; Deformation; Diaphragm of in situ walls; Retaining walls; Stiffness

Indexed keywords

DEFORMATION; KAOLIN; RETAINING WALLS; SOIL STRUCTURE INTERACTIONS; SOIL TESTING; STIFFNESS; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

EID: 0032144552     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1998.48.4.483     Document Type: Article
Times cited : (35)

References (25)
  • 2
    • 0025620944 scopus 로고
    • Effect of recent stress history on the stiffness of overconsolidated soils
    • Atkinson, J. H., Richardson, D. & Stallebrass, S. E. (1990). Effect of recent stress history on the stiffness of overconsolidated soils. Géotechnique 40, No. 4, 531-540.
    • (1990) Géotechnique , vol.40 , Issue.4 , pp. 531-540
    • Atkinson, J.H.1    Richardson, D.2    Stallebrass, S.E.3
  • 3
    • 0016623432 scopus 로고
    • A hydraulic triaxial apparatus for controlled stress path testing
    • Bishop, A. W. & Wesley, L. D. (1975). A hydraulic triaxial apparatus for controlled stress path testing. Géotechnique 25, No. 4, 657-670.
    • (1975) Géotechnique , vol.25 , Issue.4 , pp. 657-670
    • Bishop, A.W.1    Wesley, L.D.2
  • 4
    • 0024165578 scopus 로고
    • Behaviour of diaphragm walls prior to collapse
    • Bolton, M. D. & Powrie, W. (1988). Behaviour of diaphragm walls prior to collapse. Géotechnique 38, No. 2, 167-189.
    • (1988) Géotechnique , vol.38 , Issue.2 , pp. 167-189
    • Bolton, M.D.1    Powrie, W.2
  • 5
    • 0348186450 scopus 로고
    • The design of stiff in situ walls retaining overconsolidated clay. Part 1: Short term behaviour
    • Bolton, M. D., Powrie, W. & Symons, I. F. (1989). The design of stiff in situ walls retaining overconsolidated clay. Part 1: Short term behaviour. Ground Engng 22, No. 8, 44-47; 22, No. 9, 34-40.
    • (1989) Ground Engng , vol.22 , Issue.8 , pp. 44-47
    • Bolton, M.D.1    Powrie, W.2    Symons, I.F.3
  • 6
    • 0346925822 scopus 로고    scopus 로고
    • Bolton, M. D., Powrie, W. & Symons, I. F. (1989). The design of stiff in situ walls retaining overconsolidated clay. Part 1: Short term behaviour. Ground Engng 22, No. 8, 44-47; 22, No. 9, 34-40.
    • Ground Engng , vol.22 , Issue.9 , pp. 34-40
  • 7
    • 0346295709 scopus 로고
    • The design of in situ walls retaining overconsolidated clay. Part 2: Long term behaviour
    • Bolton, M. D., Powrie, W. & Symons, I. F. (1990). The design of In situ walls retaining overconsolidated clay. Part 2: Long term behaviour. Ground Engng 23, No. 2, 22-28.
    • (1990) Ground Engng , vol.23 , Issue.2 , pp. 22-28
    • Bolton, M.D.1    Powrie, W.2    Symons, I.F.3
  • 12
    • 0028167142 scopus 로고
    • The lateral pressure of wet concrete in diaphragm wall panels cast under bentonite
    • July
    • Lings, M. L., Ng, C. W. W. & Nash, D. F. T. (1994). The lateral pressure of wet concrete in diaphragm wall panels cast under bentonite. Proc. Instn Civ. Engrs, Geotech. Engng 107, July, 163-172.
    • (1994) Proc. Instn Civ. Engrs, Geotech. Engng , vol.107 , pp. 163-172
    • Lings, M.L.1    Ng, C.W.W.2    Nash, D.F.T.3
  • 13
    • 0013417311 scopus 로고
    • The assessment of in situ stress and stiffness at seven overconsolidated soil and weak rock sites (Parts 1, 2 & 3)
    • O'Brien, A. S., Forbes-King, C. J., Gildea, P. A. & Sharp, P. (1992). The assessment of in situ stress and stiffness at seven overconsolidated soil and weak rock sites (Parts 1, 2 & 3). Ground Engng 25, No. 6, 26-34; 25, No. 7, 26-33; 25, No. 8, 24-28.
    • (1992) Ground Engng , vol.25 , Issue.6 , pp. 26-34
    • O'Brien, A.S.1    Forbes-King, C.J.2    Gildea, P.A.3    Sharp, P.4
  • 14
    • 0347556913 scopus 로고    scopus 로고
    • O'Brien, A. S., Forbes-King, C. J., Gildea, P. A. & Sharp, P. (1992). The assessment of in situ stress and stiffness at seven overconsolidated soil and weak rock sites (Parts 1, 2 & 3). Ground Engng 25, No. 6, 26-34; 25, No. 7, 26-33; 25, No. 8, 24-28.
    • Ground Engng , vol.25 , Issue.7 , pp. 26-33
  • 15
    • 0346295710 scopus 로고    scopus 로고
    • O'Brien, A. S., Forbes-King, C. J., Gildea, P. A. & Sharp, P. (1992). The assessment of in situ stress and stiffness at seven overconsolidated soil and weak rock sites (Parts 1, 2 & 3). Ground Engng 25, No. 6, 26-34; 25, No. 7, 26-33; 25, No. 8, 24-28.
    • Ground Engng , vol.25 , Issue.8 , pp. 24-28
  • 17
    • 0021492166 scopus 로고
    • The behaviour of a propped retaining wall: Results of a numerical experiment
    • Potts, D. M. & Fourie, A. B. (1984). The behaviour of a propped retaining wall: results of a numerical experiment. Géotechnique 34, No. 3, 383-404.
    • (1984) Géotechnique , vol.34 , Issue.3 , pp. 383-404
    • Potts, D.M.1    Fourie, A.B.2
  • 18
    • 0003082469 scopus 로고
    • Anchored sheet pile walls
    • Rowe, P. W. (1952). Anchored sheet pile walls. Proc. Instn Civ. Engrs, Part 1, 1, 27-70.
    • (1952) Proc. Instn Civ. Engrs , vol.1 , Issue.PART 1 , pp. 27-70
    • Rowe, P.W.1
  • 19
    • 0027101168 scopus 로고
    • Retaining structures: Displacement and design. 32nd Rankine Lecture
    • Simpson, B. (1992). Retaining structures: displacement and design. 32nd Rankine Lecture. Géotechnique 42, No. 4, 541-576.
    • (1992) Géotechnique , vol.42 , Issue.4 , pp. 541-576
    • Simpson, B.1
  • 22
    • 0027835238 scopus 로고
    • Prediction and performance of ground response due to construction of a deep basement at 60 Victoria Embankment
    • eds G. T. Houlsby and A. N. Schofield. London: Thomas Telford
    • St John, H. D., Potts, D. M., Jardine, R. J. & Higgins, K. G. (1993). Prediction and performance of ground response due to construction of a deep basement at 60 Victoria Embankment. Proceedings of the Wroth Memorial Symposium, Predictive soil mechanics (eds G. T. Houlsby and A. N. Schofield), pp. 581-608. London: Thomas Telford.
    • (1993) Proceedings of the Wroth Memorial Symposium, Predictive Soil Mechanics , pp. 581-608
    • St John, H.D.1    Potts, D.M.2    Jardine, R.J.3    Higgins, K.G.4
  • 23
    • 0027836386 scopus 로고
    • Stress changes in stiff clay caused by the installation of embedded retaining walls
    • ed. C. R. I. Clayton. London: Thomas Telford
    • Symons, I. F. & Carder, D. R. (1993). Stress changes in stiff clay caused by the installation of embedded retaining walls. In Retaining Stuctures (ed. C. R. I. Clayton), pp. 227-236. London: Thomas Telford.
    • (1993) Retaining Stuctures , pp. 227-236
    • Symons, I.F.1    Carder, D.R.2
  • 24
    • 0021586442 scopus 로고
    • Behaviour of a propped embedded retaining wall in stiff clay at Bell Common tunnel
    • Tedd, P., Chard, B. M., Charles, J. A. & Symons, I. F. (1984). Behaviour of a propped embedded retaining wall in stiff clay at Bell Common tunnel. Géotechnique 34, No. 4, 513-532.
    • (1984) Géotechnique , 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.