메뉴 건너뛰기




Volumn 12, Issue 5, 2005, Pages 239-252

Dilatant stresses at the interface of granular fills and geogrid strip reinforcements

Author keywords

Geogrid; Geosynthetics; Granular soil; Reinforced soil; Restrained dilatancy; Soil geosynthetic interaction

Indexed keywords

COMPRESSIVE STRESS; GRANULAR MATERIALS; INTERFACES (MATERIALS); REINFORCEMENT; SOILS; STABILITY; STRESSES;

EID: 31744441015     PISSN: 10726349     EISSN: 10726349     Source Type: Journal    
DOI: 10.1680/gein.2005.12.5.239     Document Type: Article
Times cited : (24)

References (30)
  • 1
    • 0003698364 scopus 로고    scopus 로고
    • AASHTO 7th edn. Washington, DC: American Association of State Highway and Transportation Officials
    • AASHTO (2002). Standard Specifications for Highway and Bridges, 7th edn. Washington, DC: American Association of State Highway and Transportation Officials.
    • (2002) Standard Specifications for Highway and Bridges
  • 3
  • 7
    • 0027470348 scopus 로고
    • Pullout resistance of geogrid reinforcements
    • Farrag, K., Acar, Y. B. & Juran, I. (1993). Pullout resistance of geogrid reinforcements. Geotextiles and Geomembranes, 12, No. 3, 133-159.
    • (1993) Geotextiles and Geomembranes , vol.12 , Issue.3 , pp. 133-159
    • Farrag, K.1    Acar, Y.B.2    Juran, I.3
  • 12
    • 0004691060 scopus 로고    scopus 로고
    • Changes in interface stresses during pullout tests on geogrid strip reinforcement
    • Hayashi, S., Shahu, J. T. & Watanabe, K. (1999). Changes in interface stresses during pullout tests on geogrid strip reinforcement. Geotechnical Testing Journal, 32, 32-38.
    • (1999) Geotechnical Testing Journal , vol.32 , pp. 32-38
    • Hayashi, S.1    Shahu, J.T.2    Watanabe, K.3
  • 13
    • 31744445510 scopus 로고
    • Soil-Geogrid Reinforcement Interaction
    • Special Study Report. Department of Civil Engineering, Saga University, Japan
    • Inaba, Y. (1994). Soil-Geogrid Reinforcement Interaction, Special Study Report. Department of Civil Engineering, Saga University, Japan.
    • (1994)
    • Inaba, Y.1
  • 15
    • 31744433010 scopus 로고    scopus 로고
    • Reinforced soil: Vertical retaining walls
    • Chapter 10. Easley, SC: International Geosynthetics Society, on CD-ROM
    • Jones, C. J. F. P. (2002). Reinforced soil: vertical retaining walls. In IGS Mini Lecture Series, Chapter 10. Easley, SC: International Geosynthetics Society, on CD-ROM.
    • (2002) IGS Mini Lecture Series
    • Jones, C.J.F.P.1
  • 16
    • 31744450750 scopus 로고
    • Kyowa Electronics Instruments Kyowa Electronics Instruments Co. Ltd, Chofu, Japan
    • Kyowa Electronics Instruments (1993). Soil Pressure Transducer Series. Kyowa Electronics Instruments Co. Ltd, Chofu, Japan.
    • (1993) Soil Pressure Transducer Series
  • 17
    • 31744444680 scopus 로고    scopus 로고
    • Monitoring of Soil-Structure Interaction: Instruments for Measuring Soil Pressures
    • New York: Chapman & Hall
    • Lazebnik, G. E. & Tsinker, G. (1998). Monitoring of Soil-Structure Interaction: Instruments for Measuring Soil Pressures. New York: Chapman & Hall.
    • (1998)
    • Lazebnik, G.E.1    Tsinker, G.2
  • 18
    • 0032405879 scopus 로고    scopus 로고
    • Pullout resistance of polyester straps at low overburden stress
    • Lo, S. R. (1998). Pullout resistance of polyester straps at low overburden stress. Geosynthetics International, 5, No. 4, 361-382.
    • (1998) Geosynthetics International , vol.5 , Issue.4 , pp. 361-382
    • Lo, S.R.1
  • 19
    • 31744447390 scopus 로고    scopus 로고
    • The influence of constrained dilatancy on pullout resistance of strap reinforcement
    • Lo, S. R. (2003). The influence of constrained dilatancy on pullout resistance of strap reinforcement. Geosynthetics International, 10, No. 2, 47-55.
    • (2003) Geosynthetics International , vol.10 , Issue.2 , pp. 47-55
    • Lo, S.R.1
  • 20
    • 31744451186 scopus 로고    scopus 로고
    • Soil-geosynthetic interaction
    • (ed. S. K. Shukla), Chapter 2. London: Thomas Telford
    • Lopes, M. L. (2002). Soil-geosynthetic interaction. In Geosynthetics and Their Applications (ed. S. K. Shukla), Chapter 2. London: Thomas Telford, pp. 55-79.
    • (2002) Geosynthetics and Their Applications , pp. 55-79
    • Lopes, M.L.1
  • 21
    • 0005160183 scopus 로고    scopus 로고
    • Pullout resistance mechanism of a soil nail reinforcement in dilative soils
    • Luo, S. Q., Tan, S. A. & Yong, K. Y. (2000). Pullout resistance mechanism of a soil nail reinforcement in dilative soils. Soils and Foundations, 40, No. 1, 47-56.
    • (2000) Soils and Foundations , vol.40 , Issue.1 , pp. 47-56
    • Luo, S.Q.1    Tan, S.A.2    Yong, K.Y.3
  • 22
    • 0008018408 scopus 로고    scopus 로고
    • The pullout resistance of model soil nails
    • Milligan, G. W. E. & Tei, K. (1998). The pullout resistance of model soil nails. Soils and Foundations, 38, No. 2, 179-190.
    • (1998) Soils and Foundations , vol.38 , Issue.2 , pp. 179-190
    • Milligan, G.W.E.1    Tei, K.2
  • 26
    • 0020102509 scopus 로고
    • The behaviour of anchor plates in sand
    • Rowe, R. K. & Davis, E. H. (1982). The behaviour of anchor plates in sand. Géotechnique, 32, No. 1, 25-41.
    • (1982) Géotechnique , vol.32 , Issue.1 , pp. 25-41
    • Rowe, R.K.1    Davis, E.H.2
  • 27
    • 0035730488 scopus 로고    scopus 로고
    • Field performance of a 17-m high reinforced soil retaining wall
    • Runser, D. J., Fox, P. J. & Bourdeau, P. L. (2001). Field performance of a 17-m high reinforced soil retaining wall. Geosynthetics International, 8, No. 5, 367-391.
    • (2001) Geosynthetics International , vol.8 , Issue.5 , pp. 367-391
    • Runser, D.J.1    Fox, P.J.2    Bourdeau, P.L.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.