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Volumn , Issue 76, 1998, Pages 62-76

A study of stress distribution in geogrid-reinforced sand

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; LOAD TESTING; SAND; STRESS ANALYSIS; STRESS CONCENTRATION;

EID: 0032315711     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article
Times cited : (32)

References (18)
  • 1
    • 0030946801 scopus 로고    scopus 로고
    • Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations
    • ASCE
    • Adams, Michael T. and James G. Collin (1997) "Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations," Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 123 No. 1 pp 66-72.
    • (1997) Journal of Geotechnical and Geoenvironmental Engineering , vol.123 , Issue.1 , pp. 66-72
    • Adams, M.T.1    Collin, J.G.2
  • 2
    • 0004077698 scopus 로고
    • Section 4, Volume 4.08, Soils and Rock, Philadelphia, PA
    • American Society for Testing and Materials (1995) Annual Book of ASTM Standards, Section 4, Volume 4.08, Soils and Rock, Philadelphia, PA.
    • (1995) Annual Book of ASTM Standards
  • 5
    • 0008396626 scopus 로고
    • Stress and Displacement Characteristics of a Two-Layer Rigid Base Soil System: Influence Diagrams and Practical Applications
    • Burmister, D.M. (1956) "Stress and Displacement Characteristics of a Two-Layer Rigid Base Soil System: Influence Diagrams and Practical Applications," Proceedings, Highway Research Board, Vol 35, pp. 773-814
    • (1956) Proceedings, Highway Research Board , vol.35 , pp. 773-814
    • Burmister, D.M.1
  • 6
    • 11544342629 scopus 로고
    • Application of Layered System Concepts and Principles to Interpretations and Evaluations of Asphalt Pavement Performance and to Design and Construction
    • University of Michigan, Ann Arbor, Michigan
    • Burmister, D.M. (1962) "Application of Layered System Concepts and Principles to Interpretations and Evaluations of Asphalt Pavement Performance and to Design and Construction," Proceedings, International Conference on Structural Design of Pavements, University of Michigan, Ann Arbor, Michigan, pp. 441-453
    • (1962) Proceedings, International Conference on Structural Design of Pavements , pp. 441-453
    • Burmister, D.M.1
  • 14
    • 11544374702 scopus 로고
    • "Investigation Reveals the Interface is not the Best Place for Geosynthetic Reinforcement," Part I
    • May 95
    • Ismail I., and Raymond G. P. (1995a) "Investigation Reveals the Interface is not the Best Place for Geosynthetic Reinforcement," Part I, Geosynthetic Fabrics Report, May 95, pp. 15-19.
    • (1995) Geosynthetic Fabrics Report , pp. 15-19
    • Ismail, I.1    Raymond, G.P.2
  • 15
    • 11544374702 scopus 로고
    • "Investigation Reveals the Interface is not the Best Place for Geosynthetic Reinforcement," Part I
    • May 95
    • Ismail I., and Raymond G. P. (1995b) "Investigation Reveals the Interface is not the Best Place for Geosynthetic Reinforcement," Part I, Geosynthetic Fabrics Report, May 95, pp. 9-14.
    • (1995) Geosynthetic Fabrics Report , pp. 9-14
    • Ismail, I.1    Raymond, G.P.2
  • 18
    • 0028667285 scopus 로고
    • Bearing Capacity of Rectangular Footings on Geogrid-Reinforced Sand
    • ASCE
    • Yetimoglu, T. , Wu, J. T. H., and Saglamer, A. (1994) "Bearing Capacity of Rectangular Footings on Geogrid-Reinforced Sand," Journal of Geotechnical Engineering, ASCE, Vol. 120(12), pp. 2083-2099.
    • (1994) Journal of Geotechnical Engineering , vol.120 , Issue.12 , pp. 2083-2099
    • Yetimoglu, T.1    Wu, J.T.H.2    Saglamer, A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.