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Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile

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개인저자Kermani, Behnoud.
단체저자명The Pennsylvania State University. Civil and Environmental Engineering.
서명/저자사항Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile.
발행사항[S.l.] : The Pennsylvania State University., 2018
발행사항Ann Arbor : ProQuest Dissertations & Theses, 2018
형태사항319 p.
소장본 주기School code: 0176.
ISBN9780438135178
일반주기 Source: Dissertation Abstracts International, Volume: 79-12(E), Section: B.
요약Particle transport and its subsequent deposition in porous media play a significant role in the performance of civil infrastructure such as pavements. Pavement structure typically consists of an asphalt concrete or concrete surface layer, underl
요약The cyclic traffic loading is simulated on geometrically-scaled models of flexible and rigid pavements representing a typical collector road and interstate highways using a one-third-scale Model Mobile Load Simulator (MMLS3), an accelerated pave
요약Finally, a numerical model is formulated to understand the mechanisms of particle transport in pavement and to provide a reasonable prediction of the amount of fines migration in pavement. The model is verified using the results from the scaled
일반주제명Civil engineering.
언어영어
기본자료 저록Dissertation Abstracts International79-12B(E).
Dissertation Abstract International
대출바로가기http://www.riss.kr/pdu/ddodLink.do?id=T15000678

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