메뉴 건너뛰기




Volumn 25, Issue 8, 2013, Pages 1013-1021

Performance of triangular aperture geogrid-reinforced base courses over weak subgrade under cyclic loading

Author keywords

Aperture; Base; Cyclic loading; Deformation; Geogrid; Stress; Subgrade.

Indexed keywords

APERTURE; BASE; GEOGRIDS; GEOTECHNICAL TESTING; LINEAR ELASTIC THEORY; MAXIMUM VERTICAL STRESS; PERMANENT DEFORMATIONS; SUBGRADE;

EID: 84881362923     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000577     Document Type: Article
Times cited : (100)

References (23)
  • 1
    • 35848934143 scopus 로고    scopus 로고
    • Identifying the key parameters that influence geogrid reinforcement of railway ballast."
    • Brown, S. F., Kwan, J., and Thom, N. H. (2007). "Identifying the key parameters that influence geogrid reinforcement of railway ballast." Geotext. Geomembr., 25(6), 326-335.
    • (2007) Geotext. Geomembr , vol.25 , Issue.6 , pp. 326-335
    • Brown, S.F.1    Kwan, J.2    Thom, N.H.3
  • 2
    • 77953256487 scopus 로고    scopus 로고
    • Laboratory evaluation of geogrid base reinforcement and corresponding instrumentation program.
    • Chen, Q., Abu-Farsakh, M., and Tao, M. (2009). "Laboratory evaluation of geogrid base reinforcement and corresponding instrumentation program." Geotech. Test. J., 32(6), 516-525.
    • (2009) Geotech. Test. J. , vol.32 , Issue.6 , pp. 516-525
    • Chen, Q.1    Abu-Farsakh, M.2    Tao, M.3
  • 3
    • 0028666919 scopus 로고
    • Strip foundation on geogrid-reinforced clay: behavior under cyclic loading
    • Das, B. M., and Shin, E. C. (1994). "Strip foundation on geogrid-reinforced clay: behavior under cyclic loading." Geotext. Geomembr., 13(10), 657-666.
    • (1994) Geotext. Geomembr. , vol.13 , Issue.10 , pp. 657-666
    • Das, B.M.1    Shin, E.C.2
  • 4
    • 78149400720 scopus 로고    scopus 로고
    • Bearing capacities of geogrid- reinforced sand bases under static loading.
    • Geotechnical Special Publication No. 207, A. J. Puppala, J. Huang, J. Han, and L. R. Hoyos, eds., ASCE, Reston, VA,
    • Dong, Y.-L., Han, J., and Bai, X.-H. (2010a). "Bearing capacities of geogrid- reinforced sand bases under static loading." Proc., GeoShanghai Int. Conf. 2010, Ground Improvement and Geosynthetics, Geotechnical Special Publication No. 207, A. J. Puppala, J. Huang, J. Han, and L. R. Hoyos, eds., ASCE, Reston, VA, 275-281.
    • (2010) Proc., GeoShanghai Int. Conf. 2010, Ground Improvement and Geosynthetics , pp. 275-281
    • Dong, Y.L.1    Han, J.2    Bai, X.H.3
  • 5
    • 79959614989 scopus 로고    scopus 로고
    • A numerical study on stressstrain responses of biaxial geogrids under tension at different directions.
    • Geotechnical Special Publication No. 199, ASCE, Reston, VA
    • Dong, Y.-L., Han, J., and Bai, X.-H. (2010b). "A numerical study on stressstrain responses of biaxial geogrids under tension at different directions." Proc., GeoFlorida 2010: Advances in Analysis, Modeling & Design, Geotechnical Special Publication No. 199, ASCE, Reston, VA, 2551-2560.
    • (2010) Proc., GeoFlorida 2010: Advances in Analysis, Modeling & Design , pp. 2551-2560
    • Dong, Y.L.1    Han, J.2    Bai, X.H.3
  • 6
    • 79954578643 scopus 로고    scopus 로고
    • Numerical analysis of tensile behavior of geogrids with rectangular and triangular apertures.
    • Dong, Y.-L., Han, J., and Bai, X.-H. (2011). "Numerical analysis of tensile behavior of geogrids with rectangular and triangular apertures" Geotext. Geomembr., 29(2), 83-91.
    • (2011) Geotext. Geomembr. , vol.29 , Issue.2 , pp. 83-91
    • Dong, Y.L.1    Han, J.2    Bai, X.H.3
  • 7
    • 84881367185 scopus 로고    scopus 로고
    • Geosynthetic design and construction guidelines reference manual.
    • Federal Highway Administration (FHWA), Federal Highway Administration, Washington, DC
    • Federal Highway Administration (FHWA). (2008). "Geosynthetic design and construction guidelines reference manual." FHWA NHI-07-092, U.S. Dept. of Transportation, Federal Highway Administration, Washington, DC.
    • (2008) FHWA NHI-07-092, U.S. Dept. of Transportation
  • 8
    • 4143107364 scopus 로고    scopus 로고
    • Cyclic plate loading tests on geogrid reinforced roads.
    • North Carolina State Univ., Raleigh, NC
    • Gabr, M. (2001). "Cyclic plate loading tests on geogrid reinforced roads." Research Rep. to Tensar Earth Technologies, Inc., North Carolina State Univ., Raleigh, NC.
    • (2001) Research Rep. to Tensar Earth Technologies, Inc.
    • Gabr, M.1
  • 9
    • 84959881867 scopus 로고    scopus 로고
    • An assessment of the use of geogrids in unpaved roads and unpaved areas.
    • on Polymer Geogrid Reinforcement Conf., Tensar, Blackburn, UK
    • Giroud, J. P. (2009). "An assessment of the use of geogrids in unpaved roads and unpaved areas." Proc., Jubilee Symp. on Polymer Geogrid Reinforcement Conf., Tensar, Blackburn, UK.
    • (2009) Proc., Jubilee Symp.
    • Giroud, J.P.1
  • 12
    • 0024187349 scopus 로고
    • Geogrid reinforcement of granular bases in flexible pavements
    • Transportation Research Board, Washington DC
    • Haas, R., Wall, J., and Carroll, R. G. (1988). "Geogrid reinforcement of granular bases in flexible pavements." Transportation Research Record 1188, Transportation Research Board, Washington DC, 19-27.
    • (1988) Transportation Research Record 1188 , pp. 19-27
    • Haas, R.1    Wall, J.2    Carroll, R.G.3
  • 13
    • 84859939380 scopus 로고    scopus 로고
    • The influence of geogrid aperture size on the behavior of reinforced granular bases.
    • From Micro to Macro, M. Jiang, F. Liu, and M. Bolton, eds., CRC Press, Bova Raton, FL
    • Han, J., and Bhandari, A. (2010). "The influence of geogrid aperture size on the behavior of reinforced granular bases." Proc., Int. Symp. on Geomechanics and Geotechnics: From Micro to Macro, M. Jiang, F. Liu, and M. Bolton, eds., CRC Press, Bova Raton, FL, 683-687.
    • (2010) Proc., Int. Symp. on Geomechanics and Geotechnics , pp. 683-687
    • Han, J.1    Bhandari, A.2
  • 14
    • 84881361138 scopus 로고
    • Section 5A: Nongrouting techniques.
    • R. W. Brown, ed, McGraw-Hill, New York
    • Lawton, E. C. (1995). "Section 5A: Nongrouting techniques." Practical foundation engineering handbook, R. W. Brown, ed., McGraw-Hill, New York, 5.3-5.4.
    • (1995) Practical foundation engineering handbook
    • Lawton, E.C.1
  • 16
    • 0004927091 scopus 로고    scopus 로고
    • Geosynthetic reinforcement of flexible pavements: Laboratory based pavement test sections.
    • Dept. of Transportation, Helena, MT,
    • Perkins, S. W. (1999). "Geosynthetic reinforcement of flexible pavements: Laboratory based pavement test sections." Rep. No. FHWA/MT-99/ 8106-1, Montana Dept. of Transportation, Helena, MT, 140.
    • (1999) Rep. No. FHWA/MT-99/ 8106-1, Montana , vol.140
    • Perkins, S.W.1
  • 17
    • 79956337983 scopus 로고    scopus 로고
    • Determination of resilient modulus of subgrade using cyclic plate loading tests.
    • Geotechnical Special Publication No. 211, J. Han and D. E. Alzamora, eds., ASCE, Reston, VA.
    • Qian, Y., Han, J., Pokharel, S. K., and Parsons, R. L. (2011a). "Determination of resilient modulus of subgrade using cyclic plate loading tests." Proc., GeoFrontiers 2011: Advances in Geotechnical Engineering, Geotechnical Special Publication No. 211, J. Han and D. E. Alzamora, eds., ASCE, Reston, VA.
    • (2011) Proc., GeoFrontiers 2011: Advances in Geotechnical Engineering
    • Qian, Y.1    Han, J.2    Pokharel, S.K.3    Parsons, R.L.4
  • 18
    • 79960751531 scopus 로고    scopus 로고
    • Stress analysis on triangular aperture geogrid-reinforced bases over weak subgrade under cyclic loading-an experimental study.
    • Transportation Research Board, Washington, DC
    • Qian, Y., Han, J., Pokharel, S. K., and Parsons, R. L. (2011b). "Stress analysis on triangular aperture geogrid-reinforced bases over weak subgrade under cyclic loading-an experimental study." Proc., 10th Int. Conf. on Low-Volume Roads, Transportation Research Board, Washington, DC, 83-91.
    • (2011) Proc., 10th Int. Conf. on Low-Volume Roads , pp. 83-91
    • Qian, Y.1    Han, J.2    Pokharel, S.K.3    Parsons, R.L.4
  • 19
    • 79956361385 scopus 로고    scopus 로고
    • A validated discrete element modeling approach for studying geogrid-aggregate reinforcement mechanisms.
    • Geotechnical Special Publication No. 211, J. Han and D. E. Alzamora, eds., ASCE, Reston, VA
    • Qian Y. Tutumluer E. Huang. H. 2011c "A validated discrete element modeling approach for studying geogrid-aggregate reinforcement mechanisms" Proc., GeoFrontiers 2011: Advances in Geotechnical Engineering, Geotechnical Special Publication No. 211, J. Han and D. E. Alzamora, eds., ASCE, Reston, VA.
    • (2011) Proc., GeoFrontiers 2011: Advances in Geotechnical Engineering
    • Qian, Y.1    Tutumluer, E.2    Huang, H.3
  • 20
    • 4143068526 scopus 로고
    • Geosynthetic stabilization of unpaved roads on soft ground: A field evaluation
    • M.S. thesis, Univ. of British Columbia, Vancouver, Canada
    • Sigurdsson, O. (1991). "Geosynthetic stabilization of unpaved roads on soft ground: A field evaluation." M.S. thesis, Univ. of British Columbia, Vancouver, Canada.
    • (1991)
    • Sigurdsson, O.1
  • 21
    • 84881338380 scopus 로고    scopus 로고
    • Large-scale laboratory assessment of geogrids to reinforce granular working platforms.
    • f. (CD), N. Dixon, ed., International Geosynthetics Society.
    • Watts, K., and Jenner, C. (2008). "Large-scale laboratory assessment of geogrids to reinforce granular working platforms." Proc., EuroGeo4: 4th European Geosynthetics Conf. (CD), N. Dixon, ed., International Geosynthetics Society.
    • (2008) Proc., EuroGeo4: 4th European Geosynthetics Con
    • Watts, K.1    Jenner, C.2
  • 22
    • 1642559274 scopus 로고
    • Geogrid reinforced base courses for flexible pavements for light aircraft: Test section construction, behavior under traffic, laboratory tests, and design criteria.
    • U.S. Department of Transportation and Federal Aviation Administration, Washington, DC
    • Webster, S. L. (1992). "Geogrid reinforced base courses for flexible pavements for light aircraft: Test section construction, behavior under traffic, laboratory tests, and design criteria." Final Rep., DOT/FAA/RD- 92/25, U.S. Department of Transportation and Federal Aviation Administration, Washington, DC, 91.
    • (1992) Final Rep., DOT/FAA/RD- 92/25 , vol.91
    • Webster, S.L.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.