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Volumn 17, Issue 5, 2005, Pages 560-569

Laboratory evaluation of the geogauge and light falling weight deflectometer as construction control tools

Author keywords

Base course; Compacted soils; Construction methods; Control methods; Falling bodies weight; Laboratory tests; Quality control; Subgrades

Indexed keywords

ASPHALT PAVEMENTS; CLAY; CORRELATION METHODS; ELASTIC MODULI; GRAVEL; LIMESTONE; QUALITY ASSURANCE; QUALITY CONTROL; SAND; SILT; SOILS; STIFFNESS;

EID: 26444607988     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2005)17:5(560)     Document Type: Article
Times cited : (90)

References (21)
  • 1
    • 26444448411 scopus 로고    scopus 로고
    • "Repetitive static plate load tests of soils and flexible pavement components, for use in evaluation and design of airport and highway pavements"
    • American Society for Testing and Material (ASTM). ASTM D1195-93 Standard, Annual Book of ASTM Standards, Soil and Rock, Philadelphia
    • American Society for Testing and Material (ASTM). (1999). "Repetitive static plate load tests of soils and flexible pavement components, for use in evaluation and design of airport and highway pavements." ASTM D1195-93 Standard, Annual Book of ASTM Standards, Vol. 04.08, Soil and Rock, Philadelphia.
    • (1999) , vol.4 , Issue.8
  • 2
    • 0008837138 scopus 로고    scopus 로고
    • "Comparison of resilient moduli between field and laboratory testing: A case study"
    • Washington, D.C., January
    • Chen, D. H., Bilyeu, J., and He, R. (1999). "Comparison of resilient moduli between field and laboratory testing: A case study." 78th Ann. Meeting of the Transportation Research Board, Washington, D.C., January.
    • (1999) 78th Ann. Meeting of the Transportation Research Board
    • Chen, D.H.1    Bilyeu, J.2    He, R.3
  • 3
    • 26444470856 scopus 로고    scopus 로고
    • "Evaluation of in situ resilient modulus testing techniques"
    • Texas DOTD Rep., Austin, Tex
    • Chen, D. H., Wu, W., He, R., Bilyeu, J., and Arrelano, M. (2000). "Evaluation of in situ resilient modulus testing techniques." Texas DOTD Rep., Austin, Tex.
    • (2000)
    • Chen, D.H.1    Wu, W.2    He, R.3    Bilyeu, J.4    Arrelano, M.5
  • 4
    • 0039633242 scopus 로고
    • "Use of dynamic cone penetrometer (DCP) in the design of road structures"
    • Blight et al., eds., Balkema, Rotterdam, The Netherlands
    • De Beer, M. (1990). "Use of dynamic cone penetrometer (DCP) in the design of road structures." Geotechnics in African Environment, Blight et al., eds., Balkema, Rotterdam, The Netherlands, 167-176.
    • (1990) Geotechnics in African Environment , pp. 167-176
    • De Beer, M.1
  • 5
    • 26444468944 scopus 로고    scopus 로고
    • "Geogauge workshop: Background & theory"
    • Federal Highway Administration (FHwA). November, Turner-Fairbank Highway Research Center, McLean, Va
    • Federal Highway Administration (FHwA). (2000). "Geogauge workshop: Background & theory." November, Turner-Fairbank Highway Research Center, McLean, Va.
    • (2000)
  • 6
    • 26444466052 scopus 로고    scopus 로고
    • "Geogauge pooled fund study documents"
    • Federal Highway Administration (FHwA). (www.tdcfiles.com) (Nov., 2003)
    • Federal Highway Administration (FHwA). (2002). "Geogauge pooled fund study documents." (www.tdcfiles.com) (Nov., 2003).
    • (2002)
  • 7
    • 0006475581 scopus 로고    scopus 로고
    • "Recycled bituminous planings as unbound granular materials for road foundations in the UK"
    • Trondheim, Norway
    • Fleming, P. R. (1998). "Recycled bituminous planings as unbound granular materials for road foundations in the UK." Proc., 5th Int. Conf. on Bearing Capacity of Roads and Airfields, Vol. 3, Trondheim, Norway.
    • (1998) Proc., 5th Int. Conf. on Bearing Capacity of Roads and Airfields , vol.3
    • Fleming, P.R.1
  • 9
    • 0024929614 scopus 로고
    • "In situ CBR determination by DCP testing using a laboratory-based correlation"
    • Harison, J. A. (1989). "In situ CBR determination by DCP testing using a laboratory-based correlation." Aust. Road Res., 19(4), 313-317.
    • (1989) Aust. Road Res. , vol.19 , Issue.4 , pp. 313-317
    • Harison, J.A.1
  • 10
    • 26444529872 scopus 로고    scopus 로고
    • "Evaluation of the spectral analysis of surface wave (SAWS) test method for Florida Department of Transportation (FDOT) applications"
    • PhD dissertation, University of Florida, Gainesville, Fla
    • Horhota, D. (1996). "Evaluation of the spectral analysis of surface wave (SAWS) test method for Florida Department of Transportation (FDOT) applications." PhD dissertation, University of Florida, Gainesville, Fla.
    • (1996)
    • Horhota, D.1
  • 11
    • 13844302825 scopus 로고    scopus 로고
    • "Test results evaluation of the Humboldt Geogauge on New Mexico Route 44"
    • Humboldt Manufacturing Company. Norridge, Ill
    • Humboldt Manufacturing Company. (2000a). "Test results evaluation of the Humboldt Geogauge on New Mexico Route 44." Norridge, Ill.
    • (2000)
  • 12
    • 26444560548 scopus 로고    scopus 로고
    • "Test results evaluation of the Humboldt Geogauge on soil-fly ash-cement mixtures"
    • Humboldt Manufacturing Company. Norridge, Ill
    • Humboldt Manufacturing Company. (2000b). "Test results evaluation of the Humboldt Geogauge on soil-fly ash-cement mixtures." Norridge, Ill.
    • (2000)
  • 13
    • 0039633237 scopus 로고
    • "The use of the dynamic cone penetrometer (DCP)"
    • Rep. No. 2/74, Transvaal Roads Department, Pretoria, South Africa
    • Kleyn, E. G. (1975). "The use of the dynamic cone penetrometer (DCP)." Rep. No. 2/74, Transvaal Roads Department, Pretoria, South Africa.
    • (1975)
    • Kleyn, E.G.1
  • 15
    • 0035574758 scopus 로고    scopus 로고
    • "Quality assessment during road formation and foundation construction: Use of falling-weight deflectometer and light drop weight"
    • Transportation Research Board, Washington, D.C
    • Livneh, M., and Goldberg, Y. (2001). "Quality assessment during road formation and foundation construction: Use of falling-weight deflectometer and light drop weight." Transportation Research Record. 1755, Transportation Research Board, Washington, D.C., 69-77.
    • (2001) Transportation Research Record. 1755 , pp. 69-77
    • Livneh, M.1    Goldberg, Y.2
  • 16
    • 0000698120 scopus 로고
    • "Pavement and material evaluation by a dynamic cone penetrometer"
    • Ann Arbor, Mich
    • Livneh, M., and Ishai, I. (1987). "Pavement and material evaluation by a dynamic cone penetrometer." Proc., 6th Int. Conf. Structural Design of Asphalt Pavements, Ann Arbor, Mich., Vol. 1, 665-676.
    • (1987) Proc., 6th Int. Conf. Structural Design of Asphalt Pavements , vol.1 , pp. 665-676
    • Livneh, M.1    Ishai, I.2
  • 17
    • 0039633239 scopus 로고
    • "An assessment of the available methods of analysis for estimating the elastic moduli of road pavements"
    • Trondheim, Norway
    • Pen, C. K. (1990). "An assessment of the available methods of analysis for estimating the elastic moduli of road pavements." Proc., 3rd Int. Conf. on Bearing Capacity of Roads and Airfields, Trondheim, Norway.
    • (1990) Proc., 3rd Int. Conf. on Bearing Capacity of Roads and Airfields
    • Pen, C.K.1
  • 19
    • 0012977210 scopus 로고    scopus 로고
    • "Evaluation of the soil stiffness gauge"
    • MS thesis, Univ. of Wisconsin-Madison, Madison, Wis
    • Sawangsuriya, A. (2001). "Evaluation of the soil stiffness gauge." MS thesis, Univ. of Wisconsin-Madison, Madison, Wis.
    • (2001)
    • Sawangsuriya, A.1
  • 21
    • 0039633257 scopus 로고
    • "Force projection site evaluation using the electric cone penetrometer and the dynamic cone penetrometer"
    • U.S. Waterways Experimental Station Technical Rep. No., GL-94-17, Vicksburg, Miss
    • Webster, S. L., Brown, R. W., and Porter, J. R. (1994). "Force projection site evaluation using the electric cone penetrometer and the dynamic cone penetrometer." U.S. Waterways Experimental Station Technical Rep. No., GL-94-17, Vicksburg, Miss.
    • (1994)
    • Webster, S.L.1    Brown, R.W.2    Porter, J.R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.