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Volumn 36, Issue 6, 1999, Pages 1039-1055

The effect of the bending rigidity of a wall on lateral pressure distribution

Author keywords

Active condition; At rest condition; Bending rigidity; Lateral pressure; Model tests; Steel rod assembly

Indexed keywords

BENDING STRENGTH; DEFLECTION (STRUCTURES); PRESSURE DISTRIBUTION; RETAINING WALLS; RIGIDITY; SHEAR STRESS;

EID: 0033495631     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t99-070     Document Type: Article
Times cited : (19)

References (20)
  • 1
    • 0022674149 scopus 로고
    • The strength and dilatancy of sands
    • Bolton, M.D. 1986. The strength and dilatancy of sands. Géotechnique, 36: 65-78.
    • (1986) Géotechnique , vol.36 , pp. 65-78
    • Bolton, M.D.1
  • 7
    • 0344197022 scopus 로고    scopus 로고
    • Investigation of the local strains in a geosynthetic composite
    • Huang, C.C. 1998. Investigation of the local strains in a geosynthetic composite. Geotextiles and Geomembranes, 16: 175-193.
    • (1998) Geotextiles and Geomembranes , vol.16 , pp. 175-193
    • Huang, C.C.1
  • 8
    • 0025199634 scopus 로고
    • Bearing capacity of reinforced horizontal sandy ground
    • Huang, C.C., and Tatsuoka, F. 1990. Bearing capacity of reinforced horizontal sandy ground. Geotextiles and Geomembranes, 9: 51-82.
    • (1990) Geotextiles and Geomembranes , vol.9 , pp. 51-82
    • Huang, C.C.1    Tatsuoka, F.2
  • 10
    • 0003959868 scopus 로고    scopus 로고
    • Analyses of active earth pressure against rigid retaining wall subjected to different modes of movement
    • Matsuzawa, H., and Hazarika, H. 1996. Analyses of active earth pressure against rigid retaining wall subjected to different modes of movement. Soils and Foundations, 36(3): 51-65.
    • (1996) Soils and Foundations , vol.36 , Issue.3 , pp. 51-65
    • Matsuzawa, H.1    Hazarika, H.2
  • 11
    • 0027789266 scopus 로고
    • The coefficient of earth pressure at rest
    • Mesri, G., and Hayat, T.M. 1993. The coefficient of earth pressure at rest. Canadian Geotechnical Journal, 30: 647-666.
    • (1993) Canadian Geotechnical Journal , vol.30 , pp. 647-666
    • Mesri, G.1    Hayat, T.M.2
  • 13
    • 0000738064 scopus 로고
    • The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
    • Rowe, P.W. 1962. The stress-dilatancy relation for static equilibrium of an assembly of particles in contact. Proceedings of the Royal Society of London, Series A, 269: 500-527.
    • (1962) Proceedings of the Royal Society of London, Series A , vol.269 , pp. 500-527
    • Rowe, P.W.1
  • 14
    • 0002786251 scopus 로고
    • The relation between the shear strength of sands in triaxial compression, plane strain and direct shear
    • Rowe, P.W. 1969. The relation between the shear strength of sands in triaxial compression, plane strain and direct shear. Géotechnique, 19(1): 75-86.
    • (1969) Géotechnique , vol.19 , Issue.1 , pp. 75-86
    • Rowe, P.W.1
  • 17
    • 0022028043 scopus 로고
    • Shear resistance between sand and smooth or lubricated surface
    • Tatsuoka, F., and Haibara, O. 1985. Shear resistance between sand and smooth or lubricated surface. Soils and Foundations, 25(1): 89-98.
    • (1985) Soils and Foundations , vol.25 , Issue.1 , pp. 89-98
    • Tatsuoka, F.1    Haibara, O.2
  • 18
    • 0022673923 scopus 로고
    • Strength and deformation characteristics of sand in plane strain compression at extremely low pressures
    • Tatsuoka, F., Sakamoto, M., Kawamura, T., and Fukushima, S. 1986. Strength and deformation characteristics of sand in plane strain compression at extremely low pressures. Soils and Foundations, 26(1): 65-84.
    • (1986) Soils and Foundations , vol.26 , Issue.1 , pp. 65-84
    • Tatsuoka, F.1    Sakamoto, M.2    Kawamura, T.3    Fukushima, S.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.