Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Behnoud Kermani"'
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:
Journal of Environmental and Engineering Geophysics. 24:299-315
There are a significant number of bridges for which information regarding the foundation is missing or incomplete. It is extremely challenging to evaluate the performance of such unknown foundation bridges (UFB), particularly against scour or when th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0cf5cfc8bdc55921c7001393038c065c
https://doi.org/10.2113/jeeg24.2.299
https://doi.org/10.2113/jeeg24.2.299
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:
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:
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:
Joseph T. Coe, Behnoud Kermani
Publikováno v:
DFI Journal - The Journal of the Deep Foundations Institute. 10:8-24
Foundation length is an important parameter when assessing bridge vulnerability to failures related to scour hazards. As a result, multiple non-destructive testing methods have been developed to evaluate the geometry of unknown foundations, each with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::32843f77d3d3682b13ddc9d93b9b1535
https://doi.org/10.1080/19375247.2016.1166313
https://doi.org/10.1080/19375247.2016.1166313
Publikováno v:
IFCEE 2018.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::24dd1673147ea74f34ab5ca639e07803
https://doi.org/10.1061/9780784481592.042
https://doi.org/10.1061/9780784481592.042
Publikováno v:
Geotechnical Testing Journal. 43:20180396
This article presents an experimental study of the relative and interactive effects of three physicochemical characteristics of permeating fluids (viscosity, pH, and ionic strength) on piping erosion of a sandy soil under turbulent flow. Full-factori
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::712533e1d00b27fb12ebfb785aac2e2c
https://doi.org/10.1520/gtj20180396
https://doi.org/10.1520/gtj20180396