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Volumn 136, Issue 10, 2010, Pages 1311-1323

Exhumed geogrid-reinforced retaining wall

Author keywords

Creep; Geogrid; Reinforced wall; Strain gauge; Stress relaxation

Indexed keywords

CREEP AND RELAXATION; FACTOR OF SAFETY; FORCE DISTRIBUTIONS; GEOGRID; GEOGRID LAYERS; GEOGRIDS; IN-SITU; LABORATORY SIMULATION; LOADING AND UNLOADING; LONG-TERM STRENGTH; POST MORTEM; REINFORCED RETAINING WALLS; REINFORCED WALLS; RESIDUAL STRAINS; STRAIN GAUGE;

EID: 77956840285     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000354     Document Type: Article
Times cited : (18)

References (10)
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    • Berkheimer, S.A.1
  • 2
    • 0025573185 scopus 로고
    • Performance data for sloped reinforced soil wall
    • CGJOAH, 0008-3674, 10.1139/t90-080
    • Fannin R.J. Herman S. Performance data for sloped reinforced soil wall. Can. Geotech. J. 1990, 27(5):676-686. CGJOAH, 0008-3674, 10.1139/t90-080
    • (1990) Can. Geotech. J. , vol.27 , Issue.5 , pp. 676-686
    • Fannin, R.J.1    Herman, S.2
  • 3
    • 2642523188 scopus 로고    scopus 로고
    • Time dependent stress-strain behaviour due to viscous properties of geogrid reinforcement
    • GINTFD, 1072-6349
    • Hirakawa D. Kongkitkul W. Tatsuoka F. Uchimura T. Time dependent stress-strain behaviour due to viscous properties of geogrid reinforcement. Geosynthet. Int. 2003, 10(6):176-199. GINTFD, 1072-6349
    • (2003) Geosynthet. Int. , vol.10 , Issue.6 , pp. 176-199
    • Hirakawa, D.1    Kongkitkul, W.2    Tatsuoka, F.3    Uchimura, T.4
  • 4
    • 77956832690 scopus 로고    scopus 로고
    • Case history: Strain and force distribution in HDPE reinforced wall
    • M.S. thesis, Univ. of Delaware, Newark, DE.
    • Imamoglu B. Case history: Strain and force distribution in HDPE reinforced wall. 2009, M.S. thesis, Univ. of Delaware, Newark, DE.
    • (2009)
    • Imamoglu, B.1
  • 5
    • 60649096485 scopus 로고    scopus 로고
    • On global equilibrium in design of geosynthetic reinforced walls
    • Leshchinsky D. On global equilibrium in design of geosynthetic reinforced walls. J. Geotech. Geoenviron. Eng. 2009, 135(3):309-315
    • (2009) J. Geotech. Geoenviron. Eng. , vol.135 , Issue.3 , pp. 309-315
    • Leshchinsky, D.1
  • 6
    • 77956792907 scopus 로고    scopus 로고
    • Geosynthetic reinforced walls and slopes: Is it magic?
    • Leshchinsky D. Geosynthetic reinforced walls and slopes: Is it magic?. Geosynthetics Mag. 2010, 28(3):17-24
    • (2010) Geosynthetics Mag. , vol.28 , Issue.3 , pp. 17-24
    • Leshchinsky, D.1
  • 8
    • 0025198309 scopus 로고
    • Laboratory measurement of load-elongation relationship of high-strength geotextiles
    • 0266-1144, 10.1016/0266-1144(90)90011-Z
    • Leshchinsky D. Fowler J. Laboratory measurement of load-elongation relationship of high-strength geotextiles. Geotext. Geomembr. 1990, 9(2):145-164. 0266-1144, 10.1016/0266-1144(90)90011-Z
    • (1990) Geotext. Geomembr. , vol.9 , Issue.2 , pp. 145-164
    • Leshchinsky, D.1    Fowler, J.2
  • 9
    • 77953243249 scopus 로고    scopus 로고
    • Required unfactored strength of geosynthetic in reinforced earth structures
    • JGGEFK, 1090-0241, 10.1061/(ASCE)GT.1943-5606.0000209
    • Leshchinsky D. Zhu F. Meehan C.L. Required unfactored strength of geosynthetic in reinforced earth structures. J. Geotech. Geoenviron. Eng. 2010, 136(2):281-289. JGGEFK, 1090-0241, 10.1061/(ASCE)GT.1943-5606.0000209
    • (2010) J. Geotech. Geoenviron. Eng. , vol.136 , Issue.2 , pp. 281-289
    • Leshchinsky, D.1    Zhu, F.2    Meehan, C.L.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.