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Volumn 3, Issue , 2005, Pages 1689-1692

Earthwork quality control using soil stiffness

Author keywords

[No Author keywords available]

Indexed keywords

ACCEPTANCE CRITERIA; COMPACTION ENERGY; CONSTRUCTION QUALITY; DESIGN PARAMETERS; DRY DENSITY; NON DESTRUCTIVE TESTING; SOIL STIFFNESS; SOIL STIFFNESS GAUGE;

EID: 84868533587     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (11)

References (18)
  • 4
    • 0029202474 scopus 로고
    • Effect of vertical confinement on dynamic cone penetrometer strength values in pavement and subgrade evaluations
    • Livneh, M., Ishao, I., and Livneh, N. A. 1995. Effect of vertical confinement on dynamic cone penetrometer strength values in pavement and subgrade evaluations, Transportation Research Record 1473, 1-8.
    • (1995) Transportation Research Record 1473 , pp. 1-8
    • Livneh, M.1    Ishao, I.2    Livneh, N.A.3
  • 5
    • 0035574758 scopus 로고    scopus 로고
    • Quality assessment during road formation and foundation construction: Use of falling-weight deflectometer and light drop weight
    • 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, 69-11.
    • (2001) Transportation Research Record 1755 , pp. 69-11
    • Livneh, M.1    Goldberg, Y.2
  • 11
    • 84868567777 scopus 로고    scopus 로고
    • Application of soil stiffness gauge in assessing small-strain stiffness of sand with different fabrics and densities
    • Submitted to ASTM
    • Sawangsuriya, A., Bosscher, P. J., and Edil, T. B. 2004a. Application of soil stiffness gauge in assessing small-strain stiffness of sand with different fabrics and densities, Submitted to Geotechnical Testing Journal, ASTM.
    • (2004) Geotechnical Testing Journal
    • Sawangsuriya, A.1    Bosscher, P.J.2    Edil, T.B.3
  • 13
    • 84868587649 scopus 로고    scopus 로고
    • Use of the soil stiffness gauge and dynamic cone penetrometer for pavement materials evaluation
    • Institution of Civil Engineers, U.K. (accepted for publication)
    • Sawangsuriya, A. and Edil, T. B. 2005. Use of the soil stiffness gauge and dynamic cone penetrometer for pavement materials evaluation, Geotechnical Engineering, Institution of Civil Engineers, U.K. (accepted for publication).
    • (2005) Geotechnical Engineering
    • Sawangsuriya, A.1    Edil, T.B.2
  • 14
    • 1842665754 scopus 로고    scopus 로고
    • Relationship between soil stiffness gauge modulus and other test moduli for granular soils
    • Sawangsuriya, A., Edil, T. B., and Bosscher, P. J. 2003. Relationship between soil stiffness gauge modulus and other test moduli for granular soils, Transportation Research Record 1849, 3-10.
    • (2003) Transportation Research Record 1849 , pp. 3-10
    • Sawangsuriya, A.1    Edil, T.B.2    Bosscher, P.J.3
  • 17
    • 0013134921 scopus 로고    scopus 로고
    • Seismic-wave-based testing in geotechnical engineering -state of the art
    • Stokoe, K. H., II and Santamarina, J. C. 2000. Seismic-wave-based testing in geotechnical engineering -state of the art, GeoEng 2000, 1490-1536.
    • (2000) GeoEng 2000 , pp. 1490-1536
    • Stokoe II, K.H.1    Santamarina, J.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.