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Volumn , Issue 211 GSP, 2011, Pages 4663-4672

In-ground dynamic stress measurements for geosynthetic reinforced subgrade/subbase

Author keywords

Earth pressure; Geosynthetics; Pavements; Subbase course; Subgrades

Indexed keywords

BIAXIAL GEOGRIDS; CONTROL SECTIONS; CONTROLLED TESTS; CRUSHED LIMESTONE; DYNAMIC STRESS MEASUREMENT; EARTH PRESSURE; EARTH PRESSURE CELL; FIELD MEASUREMENT; FIELD PERFORMANCE; GEOGRIDS; GEOSYNTHETIC LAYERS; GEOSYNTHETICS; HORIZONTAL STRESS; LATERAL RESTRAINT; NEW PRODUCT; RUT DEPTH; SOFT CLAYS; SUBBASE COURSE; SUBGRADES; TEST SECTIONS; VIBRATORY ROLLERS;

EID: 79956364585     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41165(397)477     Document Type: Conference Paper
Times cited : (11)

References (6)
  • 1
    • 0342737585 scopus 로고    scopus 로고
    • Standard test method for use of the dynamic cone penetrometer in shallow pavement application - ASTM D6951-03
    • ASTM West Conshohocken, Pennsylvania
    • ASTM (2003). "Standard test method for use of the dynamic cone penetrometer in shallow pavement application - ASTM D6951-03." American Standards for Testing Methods (ASTM), West Conshohocken, Pennsylvania.
    • (2003) American Standards for Testing Methods (ASTM)
  • 3
    • 76149110818 scopus 로고    scopus 로고
    • Geogrid base reinforcement with aggregate interlock and modeling of the associated stiffness enhancement in mechanistic pavement layers
    • Kwon, J., and Tutumluer, E. (2009). "Geogrid base reinforcement with aggregate interlock and modeling of the associated stiffness enhancement in mechanistic pavement layers." Transportation Research Record, 2079, 85-95.
    • (2009) Transportation Research Record , vol.2079 , pp. 85-95
    • Kwon, J.1    Tutumluer, E.2
  • 4
    • 0031421256 scopus 로고    scopus 로고
    • Synthesis and evaluation of geosynthetic-reinforced base layers in flexible pavements: Part I
    • Perkins, S.W., and Ismeik, M.A. (1997). "Synthesis and evaluation of geosynthetic-reinforced base layers in flexible pavements: Part I." Geosynthetics International, 4(6), 549-604.
    • (1997) Geosynthetics International , vol.4 , Issue.6 , pp. 549-604
    • Perkins, S.W.1    Ismeik, M.A.2
  • 5
    • 79956349959 scopus 로고    scopus 로고
    • The properties and performance advantages of tensar® TriAx®
    • Tensar. Tensar International, Atlanta, Georgia. S
    • Tensar. (2009). The properties and performance advantages of Tensar® TriAx® Geogrids - Product Brochure. Tensar International, Atlanta, Georgia. S.
    • (2009) Geogrids - Product Brochure
  • 6
    • 79956370979 scopus 로고    scopus 로고
    • Engineering and design. Use of geogrids in pavement construction
    • Department of the Army, U.S. Army Corps of Engineers Washington D.C
    • Department of the Army, U.S. Army Corps of Engineers (2003). Engineering and Design. Use of Geogrids in Pavement Construction. Technical Letter ETL 1110-1-189, Washington D.C.
    • (2003) Technical Letter ETL 1110-1-189


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.