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Volumn , Issue 2104, 2009, Pages 97-104

Deformation properties of untreated and enzyme-treated bottom ash waste for use in foundations

Author keywords

[No Author keywords available]

Indexed keywords

ASH HANDLING; ASHES; COMPRESSION TESTING; DEFORMATION; ENZYMES; LIME; PAVEMENTS; STRAIN RATE;

EID: 76649137947     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2104-11     Document Type: Article
Times cited : (6)

References (16)
  • 1
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    • Sharp, R.1    Booker, J.2
  • 2
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    • Investigation of the effectiveness and mechanisms of enzyme products for subgrade stabilization
    • Velasquez, R., M. Marasteanu, and R. Hozalski. Investigation of the Effectiveness and Mechanisms of Enzyme Products for Subgrade Stabilization. International Journal of Pavement Engineering, Vol.7, No.3, 2006, pp. 213-220.
    • (2006) International Journal of Pavement Engineering , vol.7 , Issue.3 , pp. 213-220
    • Velasquez, R.1    Marasteanu, M.2    Hozalski, R.3
  • 4
    • 72449162806 scopus 로고    scopus 로고
    • Incinerator bottom ash aggregate in bituminous mixtures
    • Bituminous Mixtures and Pavement, Thessaloniki, Greece
    • Hassan, M., and H. Khalid. Incinerator Bottom Ash Aggregate in Bituminous Mixtures. 4th International Symposium, Bituminous Mixtures and Pavement, Thessaloniki, Greece, 2007, pp. 489-498.
    • (2007) 4th International Symposium , pp. 489-498
    • Hassan, M.1    Khalid, H.2
  • 5
    • 55149118110 scopus 로고    scopus 로고
    • PhD thesis. Department of Civil and Transport Engineering, Faculty of Engineering Science and Technology, Norwegian University of Science and Technology, Trondheim, Norway
    • Uthus, L. Deformation Properties of Unbound Granular Aggregates. PhD thesis. Department of Civil and Transport Engineering, Faculty of Engineering Science and Technology, Norwegian University of Science and Technology, Trondheim, Norway, 2007.
    • (2007) Deformation Properties of Unbound Granular Aggregates
    • Uthus, L.1
  • 8
    • 0023591151 scopus 로고
    • Effect of moisture on the structural performance of a crushed-limestone road base
    • TRB, National Research Council, Washington, D.C.
    • Thom, N., and S. Brown. Effect of Moisture on the Structural Performance of a Crushed-Limestone Road Base. In Transportation Research Record 1121, TRB, National Research Council, Washington, D.C., 1987, pp. 50-56.
    • (1987) Transportation Research Record 1121 , pp. 50-56
    • Thom, N.1    Brown, S.2
  • 10
    • 0020300862 scopus 로고
    • The permanent deformation of pavements with untreated crushed limestone bases and measured in heavy vehicle simulator tests
    • Melbourne, Australia
    • Maree, J., C. Freeme, N. Van Zyl, and P. Savage. The Permanent Deformation of Pavements with Untreated Crushed Limestone Bases and Measured in Heavy Vehicle Simulator Tests. Proc., 10th Australian Research Board Conference, Part 2, Melbourne, Australia, 1982, pp. 16-22.
    • (1982) Proc., 10th Australian Research Board Conference, Part 2 , pp. 16-22
    • Maree, J.1    Freeme, C.2    Van Zyl, N.3    Savage, P.4
  • 12
    • 40049095088 scopus 로고    scopus 로고
    • Effect of reinforcement on resilient and permanent deformations of base course material
    • Transportation Research Board of the National Academies, Washington, D.C.
    • Abu-Farsakh, M. Y., M. D. Nazzal, and L. N. Mohammed. Effect of Reinforcement on Resilient and Permanent Deformations of Base Course Material. In Transportation Research Record: Journal of the Transportation Research Board, No.2004, Transportation Research Board of the National Academies, Washington, D.C., 2007, pp. 120-131.
    • (2007) Transportation Research Record: Journal of the Transportation Research Board,No. 2004 , pp. 120-131
    • Abu-Farsakh, M.Y.1    Nazzal, M.D.2    Mohammed, L.N.3
  • 14
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    • Final Report ARC Project 933, Reference PRG990. Department of Civil Engineering, University of Nottingham, United Kingdom
    • Dawson, A., and F. Wellner. Plastic Behaviour of Granular Materials. Final Report ARC Project 933, Reference PRG990. Department of Civil Engineering, University of Nottingham, United Kingdom, 1999.
    • (1999) Plastic Behaviour of Granular Materials
    • Dawson, A.1    Wellner, F.2
  • 15
    • 39349112744 scopus 로고    scopus 로고
    • Permanent deformation and critical stress of cohesive soil under repeated loading
    • Transportation Research Board of the National Academies, Washington, D.C.
    • Yang, S.-R., and W.-H. Huang. Permanent Deformation and Critical Stress of Cohesive Soil Under Repeated Loading. In Transportation Research Record: Journal of the Transportation Research Board, No.2016, Transportation Research Board of the National Academies, Washington, D.C., 2007, pp. 23-30.
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  • 16
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    • Experimental verification of shakedown approaches for bridge design
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    • (1997) Transportation Research Record 1594 , pp. 50-56
    • Leon, R.T.1    Flemming, D.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.