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Volumn 41, Issue 4, 1991, Pages 499-514

Finite element analyses of an in situ wall propped at formation level

Author keywords

clays; diaphragm and in situ walls; numerical modelling and analysis; retaining walls; soil structure interaction

Indexed keywords

MATHEMATICAL TECHNIQUES - FINITE ELEMENT METHOD; SOIL STRUCTURE INTERACTION;

EID: 0026359419     PISSN: 00168505     EISSN: 17517656     Source Type: Journal    
DOI: 10.1680/geot.1991.41.4.499     Document Type: Article
Times cited : (43)

References (13)
  • 1
    • 0024855826 scopus 로고
    • Finite element analysis of a centrifuge model of a retaining wall embedded in a heavily overconsolidated clay
    • Bolton, M. D., Britto, A. M., Powrie, W. & White, T. P. (1989). Finite element analysis of a centrifuge model of a retaining wall embedded in a heavily overconsolidated clay. Comput. Geotech. 7, 289-318.
    • (1989) Comput. Geotech. , vol.7 , pp. 289-318
    • Bolton, M.D.1    Britto, A.M.2    Powrie, W.3    White, T.P.4
  • 2
    • 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, 44-48.
    • (1989) Ground Engng , vol.22 , Issue.8 , pp. 44-48
    • Bolton, M.D.1    Powrie, W.2    Symons, I.F.3
  • 4
    • 0024684179 scopus 로고
    • Comparison of finite element and limiting equilibrium analyses for an embedded cantilever retaining wall
    • Fourie, A. B. & Potts, D. M. (1989). Comparison of finite element and limiting equilibrium analyses for an embedded cantilever retaining wall. Géotechnique 39, No. 2, 175-188.
    • (1989) Géotechnique , vol.39 , Issue.2 , pp. 175-188
    • Fourie, A.B.1    Potts, D.M.2
  • 5
    • 0021498876 scopus 로고
    • Measurement of soil stiffness in the triaxial apparatus
    • Jardine, R. J., Symes, M. J. & Burland, J. B. (1984). Measurement of soil stiffness in the triaxial apparatus. Géotechnique 34, No. 3, 323-340.
    • (1984) Géotechnique , vol.34 , Issue.3 , pp. 323-340
    • Jardine, R.J.1    Symes, M.J.2    Burland, J.B.3
  • 8
    • 7444228803 scopus 로고
    • Discussion on performance of propped and cantilevered rigid walls
    • Powrie, W. (1985). Discussion on performance of propped and cantilevered rigid walls. Géotechnique 35, No. 4, 546-548.
    • (1985) Géotechnique , vol.35 , Issue.4 , pp. 546-548
    • Powrie, W.1
  • 10
    • 2142841814 scopus 로고
    • Cambridge geotechnical centrifuge operations
    • Schofield, A. N. (1980). Cambridge geotechnical centrifuge operations. Géotechnique 20, No. 2, 129-170.
    • (1980) Géotechnique , vol.20 , Issue.2 , pp. 129-170
    • Schofield, A.N.1
  • 11
    • 34547099618 scopus 로고
    • The standard penetration test and the engineering properties of glacial materials
    • Birmingham: Midland Soil Mechanics and Foundation Engineering Society
    • Stroud, M. A. & Butler, F. G. (1975). The standard penetration test and the engineering properties of glacial materials. The engineering behaviour of glacial materials, pp. 117-128. Birmingham: Midland Soil Mechanics and Foundation Engineering Society.
    • (1975) The engineering behaviour of glacial materials , pp. 117-128
    • Stroud, M.A.1    Butler, F.G.2
  • 12
    • 85025038747 scopus 로고
    • Long term behaviour of embedded retaining walls in overconsolidated clay
    • London: Thomas Telford
    • Symons, I. F. & Carder, D. R. (1989). Long term behaviour of embedded retaining walls in overconsolidated clay. Instrumentation in geotechnical engineering, pp. 155-173. London: Thomas Telford.
    • (1989) Instrumentation in geotechnical engineering , pp. 155-173
    • Symons, I.F.1    Carder, D.R.2
  • 13
    • 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.