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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국계산역학회 Computers and Concrete, An International Journal Computers and Concrete, An International Journal Vol.24 No.6
- 발행연도
- 2019.1
- 수록면
- 571 - 578 (8page)
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초록· 키워드
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This study aimed to investigate the permeable nature of pervious concretes (PC) through the moving particle simulation (MPS) method. In the simulation, the complex structure of a pervious concrete was virtually demonstrated as a lattice model (LM) of spherical beads, where the test of permeability was conducted. Results of the simulation were compared with the experimental ones for validation. As a result, MPS results showed the permeability index of the LM as almost twice as big as the actual PCs. A proposed virtual model was created to prevent the stuck of water flow in the MPS simulation of PC or LM. Successful simulation results were demonstrated with the model.
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참고문헌 (30)
참고문헌 신청
ACI / 2010 / American Concrete Institute Committee 522
Asano, I. / 2009 / Relationship between hydraulic gradient and discharge velocity in flow through pervious concrete :227~241
Jingwu Bu / 2018 / Experimental study on the dynamic behavior of pervious concrete for permeable pavement / Computers and Concrete, An International Journal 22(3):291~303
Chindaprasirt, P. / 2008 / Cement paste characteristics and porous concrete properties / Constr. Build. Mater 22:894~901
Chindaprasirt, P. / 2009 / Effects of binder strength and aggregate size on the compressive strength and void ratio of porous concrete / Int. J. Miner. Metal. Mater 16(6):714~719
Asano, I. / 2009 / Relationship between hydraulic gradient and discharge velocity in flow through pervious concrete :227~241
Jingwu Bu / 2018 / Experimental study on the dynamic behavior of pervious concrete for permeable pavement / Computers and Concrete, An International Journal 22(3):291~303
Chindaprasirt, P. / 2008 / Cement paste characteristics and porous concrete properties / Constr. Build. Mater 22:894~901
Chindaprasirt, P. / 2009 / Effects of binder strength and aggregate size on the compressive strength and void ratio of porous concrete / Int. J. Miner. Metal. Mater 16(6):714~719
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