메뉴 건너뛰기




Volumn 5, Issue 3, 2010, Pages 164-168

Crushed waste concrete in stone mastic asphalt mixtures

Author keywords

Crushed waste concrete (cwc); Permanent deformation; Resilient modulus; Stone mastic asphalt (sma)

Indexed keywords


EID: 77958466509     PISSN: 1822427X     EISSN: 18224288     Source Type: Journal    
DOI: 10.3846/bjrbe.2010.23     Document Type: Article
Times cited : (5)

References (12)
  • 3
    • 85015243714 scopus 로고    scopus 로고
    • Experimental Research on the Development of Rutting in Asphalt Concrete Pavements Reinforced with Geosynthetic Materials
    • Laurinavičius, A.; Oginskas, R. 2006. Experimental Research on the Development of Rutting in Asphalt Concrete Pavements Reinforced with Geosynthetic Materials, Journal of Civil Engineering and Management 12(4): 311-317.
    • (2006) Journal of Civil Engineering and Management , vol.12 , Issue.4 , pp. 311-317
    • Laurinavičius, A.1    Oginskas, R.2
  • 4
    • 85010619178 scopus 로고    scopus 로고
    • Thermal Conditions of Road Pavements and Their Influence on Motor Traffic
    • Laurinavičius, A.; Čygas, D. 2003. Thermal Conditions of Road Pavements and Their Influence on Motor Traffic, Transport 18(1): 23-31.
    • (2003) Transport , vol.18 , Issue.1 , pp. 23-31
    • Laurinavičius, A.1    Čygas, D.2
  • 5
    • 45749109240 scopus 로고
    • Evaluation of the Resistance to Deformation of Different Road Structures and Asphalt Mixtures Determined the Pavement Rutting Tester
    • Nienelt, G.; Thamfald, H. 1988. Evaluation of the Resistance to Deformation of Different Road Structures and Asphalt Mixtures Determined the Pavement Rutting Tester, Journal of Association of Asphalt Paving Technologists (57): 320-345.
    • (1988) Journal of Association of Asphalt Paving Technologists (57) , pp. 320-345
    • Nienelt, G.1    Thamfald, H.2
  • 6
    • 37849029580 scopus 로고    scopus 로고
    • Modified Asphalt Mixtures Resistance to Permanent Deformations
    • Radziszewski, P. 2007. Modified Asphalt Mixtures Resistance to Permanent Deformations, Journal of Civil Engineering and Management 13(4): 307-315.
    • (2007) Journal of Civil Engineering and Management , vol.13 , Issue.4 , pp. 307-315
    • Radziszewski, P.1
  • 8
    • 25444481803 scopus 로고    scopus 로고
    • Application of Gray Relational Analysis to Evaluate HMA with Reclaimed Building Materials
    • doi:10.1061/(ASCE)0899-1561(2005)17:4(400)
    • Shen, D. H.; Du, J. C. 2005. Application of Gray Relational Analysis to Evaluate HMA with Reclaimed Building Materials, Journal of Material in Civil Engineering 17(4): 400-406. doi:10.1061/(ASCE)0899-1561(2005)17:4(400)
    • (2005) Journal of Material In Civil Engineering , vol.17 , Issue.4 , pp. 400-406
    • Shen, D.H.1    Du, J.C.2
  • 9
    • 2942692132 scopus 로고    scopus 로고
    • Evaluation of Building Materials Recycling on HMA Permanent Deformation
    • doi:10.1016/j.conbuildmat.2004.03.007
    • Shen, D. H.; Du, J. C. 2004. Evaluation of Building Materials Recycling on HMA Permanent Deformation, Construction and Building Materials 18(6): 391-397. doi:10.1016/j.conbuildmat.2004.03.007
    • (2004) Construction and Building Materials , vol.18 , Issue.6 , pp. 391-397
    • Shen, D.H.1    Du, J.C.2
  • 10
    • 85009638126 scopus 로고    scopus 로고
    • Theoretical Principles and Experimental Data to Identify Stability of Asphalt Concrete Components in Finally Dosed Mineral Materials
    • Sivilevičius, H. 2002. Theoretical Principles and Experimental Data to Identify Stability of Asphalt Concrete Components in Finally Dosed Mineral Materials, Transport 17(1): 19-29.
    • (2002) Transport , vol.17 , Issue.1 , pp. 19-29
    • Sivilevičius, H.1
  • 12
    • 44249128495 scopus 로고    scopus 로고
    • Determination of Optimum Quantity of Bitumen in Asphalt Concrete Mixtures
    • Vislavičius, K. 2002. Determination of Optimum Quantity of Bitumen in Asphalt Concrete Mixtures, Journal of Civil Engineering and Management 8(1): 73-76.
    • (2002) Journal of Civil Engineering and Management , vol.8 , Issue.1 , pp. 73-76
    • Vislavičius, K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.