Zobrazeno 1 - 10
of 41
pro vyhledávání: '"Shelley M. Stoffels"'
Publikováno v:
Geosynthetics International. 27:97-109
Pumping in rigid pavements is defined as the migration of subgrade soil into the overlying layers, redistribution of materials under the slabs, and ejection of materials through joints. Pumping can compromise pavement performance. This study evaluate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cd1181994eab81c1d0846b56a69e0d97
https://doi.org/10.1680/jgein.19.00052
https://doi.org/10.1680/jgein.19.00052
Publikováno v:
Transportation Geotechnics. 18:46-56
Particle transport and subsequent deposition in porous media play a significant role in the performance of civil infrastructure. For example, in pavement systems, the migration (also known as pumping) of fine-grained soil from saturated subgrades int
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1aface19d18c465bdd0cc4fe11028a57
https://doi.org/10.1016/j.trgeo.2018.11.003
https://doi.org/10.1016/j.trgeo.2018.11.003
Publikováno v:
Geo-Congress 2020.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d87b1f319aa6b6a0696c995c66cb255b
https://doi.org/10.1061/9780784482810.056
https://doi.org/10.1061/9780784482810.056
Publikováno v:
Geotextiles and Geomembranes. 46:377-383
Pumping in pavement is defined as traffic-induced migration of saturated subgrade fines into overlying granular layers or onto the surface of the pavement, negatively impacting the performance and service life of the pavement. The objective of this s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a001ad99122578a7cf7b935353532b4c
https://doi.org/10.1016/j.geotexmem.2018.03.006
https://doi.org/10.1016/j.geotexmem.2018.03.006
Publikováno v:
Cement and Concrete Composites. 120:104028
The objective of this study is to develop a new generation of alkali-silica reaction (ASR) inhibiting powder additives or liquid chemical admixtures for concrete. Throughout the paper, the word additive primarily refers to a powder while admixture pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70e11453560cfd5f7ec9b61c147a819e
https://doi.org/10.1016/j.cemconcomp.2021.104028
https://doi.org/10.1016/j.cemconcomp.2021.104028
Publikováno v:
Road Materials and Pavement Design. 20:36-57
Pavement structure typically consists of an asphalt concrete or concrete surface layer, underlying granular layers (subbase and/or base) and compacted subgrade soil layer. During wet seasons when the subgrade becomes saturated, cyclic traffic loading
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::717b591d1440c96c14dc254b0d4ecb8a
https://doi.org/10.1080/14680629.2017.1374995
https://doi.org/10.1080/14680629.2017.1374995
Publikováno v:
Construction and Building Materials. 131:542-551
Crossties are critical components of the railroad track to facilitate load distribution to track substructure. Recent instrumentation at Kingston, Rhode Island indicated that a crosstie could have translations as well as rotations under train load re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::848e305a4ccf4d132a85b4fe6ea850fc
https://doi.org/10.1016/j.conbuildmat.2016.11.067
https://doi.org/10.1016/j.conbuildmat.2016.11.067
Publikováno v:
Geo-Congress 2019.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91b8d41998e021308c66ff45681863a5
https://doi.org/10.1061/9780784482124.037
https://doi.org/10.1061/9780784482124.037
Autor:
Abraham Bae, Shelley M. Stoffels
Publikováno v:
KSCE Journal of Civil Engineering. 21:1764-1773
This study quantified roughness for individual wavebands in the long wavelength range in pavement longitudinal profiles. Particularly, the roughness was related with quantified plausible factors associated with those wavebands. Root Mean Square (RMS)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c2631e2ce13ca0b9fe625a6652d753a
https://doi.org/10.1007/s12205-016-0551-0
https://doi.org/10.1007/s12205-016-0551-0
Publikováno v:
Geotextiles and Geomembranes. 44:429-441
This study focuses on characterizing the permanent deformation of geogrid-reinforced soft soil subgrade by using the mechanistic-empirical (ME) approach based on both experimental measurements and results of numerical modeling. Two sets of small-scal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86ef0e836804b2e25051239b1b1cd321
https://doi.org/10.1016/j.geotexmem.2015.06.004
https://doi.org/10.1016/j.geotexmem.2015.06.004