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Volumn 168-170, Issue , 2011, Pages 1590-1600

Modelling pervious concrete under compression loading - A discrete element approach

Author keywords

Compressive strength; Discrete element modelling; Microparameter; Pervious concrete

Indexed keywords

COMPRESSION LOADING; COMPUTATIONAL MODEL; CONVENTIONAL CONCRETE; DISCRETE ELEMENT METHOD; DISCRETE ELEMENT MODELLING; DISCRETE-ELEMENT APPROACH; EXPERIMENTAL DATA; MATERIAL STRENGTH; MECHANICAL PERFORMANCE; MICROPARAMETER; MIX DESIGNS; PARKING LOTS; PARTICLE FLOW; PAVEMENT MATERIAL; PERVIOUS CONCRETE; RESEARCH NEEDS; TRAFFIC VOLUMES; VIRTUAL MODELS;

EID: 78651266417     PISSN: 10226680     EISSN: None     Source Type: Book Series    
DOI: 10.4028/www.scientific.net/AMR.168-170.1590     Document Type: Conference Paper
Times cited : (19)

References (10)
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  • 6
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  • 9
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    • Influence of aggregate deformation and contact behaviour on discrete particle modelling of fracture of concrete
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    • Azevedo, N.M.1    Lemos, J.V.2    De Almeida, J.R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.