LDR | | 02010nmm uu200373 4500 |
001 | | 000000334282 |
005 | | 20240805180008 |
008 | | 181129s2018 |||||||||||||||||c||eng d |
020 | |
▼a 9780438135178 |
035 | |
▼a (MiAaPQ)AAI10903692 |
040 | |
▼a MiAaPQ
▼c MiAaPQ
▼d 248032 |
082 | 0 |
▼a 624 |
100 | 1 |
▼a Kermani, Behnoud. |
245 | 10 |
▼a Experimental and Numerical Study of Subgrade Soil Migration into Pavement Subbase and Mitigation Using Geotextile. |
260 | |
▼a [S.l.] :
▼b The Pennsylvania State University.,
▼c 2018 |
260 | 1 |
▼a Ann Arbor :
▼b ProQuest Dissertations & Theses,
▼c 2018 |
300 | |
▼a 319 p. |
500 | |
▼a Source: Dissertation Abstracts International, Volume: 79-12(E), Section: B. |
502 | 1 |
▼a Thesis (Ph.D.)--The Pennsylvania State University, 2018. |
520 | |
▼a Particle 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 |
520 | |
▼a The 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 |
520 | |
▼a Finally, 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 |
590 | |
▼a School code: 0176. |
650 | 4 |
▼a Civil engineering. |
690 | |
▼a 0543 |
710 | 20 |
▼a The Pennsylvania State University.
▼b Civil and Environmental Engineering. |
773 | 0 |
▼t Dissertation Abstracts International
▼g 79-12B(E). |
773 | |
▼t Dissertation Abstract International |
790 | |
▼a 0176 |
791 | |
▼a Ph.D. |
792 | |
▼a 2018 |
793 | |
▼a English |
856 | 40 |
▼u http://www.riss.kr/pdu/ddodLink.do?id=T15000678
▼n KERIS |
980 | |
▼a 201812
▼f 2019 |
990 | |
▼a 관리자 |