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Volumn 1, Issue 1652, 1999, Pages 150-160

Reinforced soil for bridge support applications on low-volume roads

Author keywords

[No Author keywords available]

Indexed keywords

GEOSYNTHETIC MATERIALS; MOTOR TRANSPORTATION; RURAL ROADS; SOIL STRUCTURE INTERACTIONS; STRUCTURAL DESIGN; SUPPORTS;

EID: 0032639075     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1652-20     Document Type: Article
Times cited : (14)

References (12)
  • 2
    • 0345602371 scopus 로고    scopus 로고
    • The first PLPS geogrid soil railway bridge pier now in service
    • International Geosynthetics Society, November
    • Tatsuoka, F., T. Uchimura, and M. Tateyama. The First PLPS Geogrid Soil Railway Bridge Pier Now in Service. IGS News, Vol. 13, No. 3. International Geosynthetics Society, November 1997.
    • (1997) IGS News , vol.13 , Issue.3
    • Tatsuoka, F.1    Uchimura, T.2    Tateyama, M.3
  • 6
    • 0030467315 scopus 로고    scopus 로고
    • A performance test for assessment of long-term creep behavior of soil-geosynthetic composites
    • Wu, J. T. H., and S. M. B. Helwany. A Performance Test for Assessment of Long-Term Creep Behavior of Soil-Geosynthetic Composites. Geosynthetics International, Vol. 3, No. 1, 1996, pp. 107-124.
    • (1996) Geosynthetics International , vol.3 , Issue.1 , pp. 107-124
    • Wu, J.T.H.1    Helwany, S.M.B.2
  • 10
  • 11
    • 0345602370 scopus 로고    scopus 로고
    • Design implication of Reinforced Soil Foundation Using soil strain signatures and normalized settlement criteria
    • Denver, Colorado
    • Adams, M. T., A. J. Lutenegger, and J. G. Collin. Design Implication of Reinforced Soil Foundation Using Soil Strain Signatures and Normalized Settlement Criteria. Proc., International Symposium on Mechanically Stabilized Backfill, Denver, Colorado, 1997, pp. 159-165.
    • (1997) Proc., International Symposium on Mechanically Stabilized Backfill , pp. 159-165
    • Adams, M.T.1    Lutenegger, A.J.2    Collin, J.G.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.