메뉴 건너뛰기




Volumn , Issue 149, 2006, Pages 80-87

Use of stiffness and strength for earthwork quality evaluation

Author keywords

[No Author keywords available]

Indexed keywords

PAVEMENTS; QUALITY CONTROL; STIFFNESS; STRUCTURAL DESIGN;

EID: 33845381547     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40861(193)10     Document Type: Conference Paper
Times cited : (6)

References (15)
  • 6
    • 0027557541 scopus 로고
    • Unified dynamic shear moduli and damping ratios of sand and clay
    • Ishibashi, I., and Zhang, X. (1993). "Unified dynamic shear moduli and damping ratios of sand and clay," Soils and Found., 33(1), 182-191.
    • (1993) Soils and Found. , vol.33 , Issue.1 , pp. 182-191
    • Ishibashi, I.1    Zhang, X.2
  • 7
    • 0035574758 scopus 로고    scopus 로고
    • Quality assessment during road formation and foundation construction: Use of falling-weight deflectometer and light drop weight
    • TRB
    • Livneh, M., and Goldberg, Y. (2001). "Quality assessment during road formation and foundation construction: use of falling-weight deflectometer and light drop weight." Trans. Res. Rec. 1755, TRB, 69-77.
    • (2001) Trans. Res. Rec. , vol.1755 , pp. 69-77
    • Livneh, M.1    Goldberg, Y.2
  • 10
    • 0036977296 scopus 로고    scopus 로고
    • Laboratory evaluation of the soil stiffness gauge
    • TRB
    • Sawangsuriya, A., Bosscher, P. J., and Edil T. B. (2002). "Laboratory evaluation of the soil stiffness gauge." Trans. Res. Rec. 1808, TRB, 30-37.
    • (2002) Trans. Res. Rec. , vol.1808 , pp. 30-37
    • Sawangsuriya, A.1    Bosscher, P.J.2    Edil, T.B.3
  • 11
    • 1842665754 scopus 로고    scopus 로고
    • Relationship between soil stiffness gauge modulus and other test moduli for granular soils
    • TRB
    • Sawangsuriya, A., Edil, T. B., and Bosscher, P. J. (2003). "Relationship between soil stiffness gauge modulus and other test moduli for granular soils." Trans. Res. Rec. 1849, TRB, 3-10.
    • (2003) Trans. Res. Rec. , vol.1849 , pp. 3-10
    • Sawangsuriya, A.1    Edil, T.B.2    Bosscher, P.J.3
  • 13
    • 26944499807 scopus 로고    scopus 로고
    • Evaluating stiffness and strength of pavement materials
    • Proc. of ICE
    • Sawangsuriya, A., and Edil, T. B. (2005). "Evaluating stiffness and strength of pavement materials." Geotech. Engr.,Proc. of ICE, 158(4), 217-230.
    • (2005) Geotech. Engr. , vol.158 , Issue.4 , pp. 217-230
    • Sawangsuriya, A.1    Edil, T.B.2
  • 14
    • 0010642374 scopus 로고    scopus 로고
    • Comparison of the dynamic cone penetrometer with other tests during subgrade and granular base characterization in Minnesota
    • West Conshohocken, PA
    • Siekmeier, J. A., Young, D., and Beberg, D. (1999). "Comparison of the dynamic cone penetrometer with other tests during subgrade and granular base characterization in Minnesota." Nondestructive Testing of Pavements and Back Calculation of Moduli, ASTM STP 1375, West Conshohocken, PA, 175-188.
    • (1999) Nondestructive Testing of Pavements and Back Calculation of Moduli, ASTM STP , vol.1375 , pp. 175-188
    • Siekmeier, J.A.1    Young, D.2    Beberg, D.3
  • 15
    • 0018287342 scopus 로고
    • Resilient properties of subgrade soils
    • Thompson, M. R., and Robnett, Q. L. (1979). "Resilient properties of subgrade soils." Trans. Engr. J., 105(TE1), 71-89.
    • (1979) Trans. Engr. J. , vol.105 , Issue.TE1 , pp. 71-89
    • Thompson, M.R.1    Robnett, Q.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.