Zobrazeno 1 - 10
of 36
pro vyhledávání: '"David R. Brill"'
Autor:
Orhan Kaya, David R. Brill, Sunghwan Kim, Kasthurirangan Gopalakrishnan, Halil Ceylan, Adel Rezaei Tarahomi
Publikováno v:
International Journal of Pavement Engineering. 23:400-413
Three-dimensional Finite Element (3D-FE) stress computations involved in the current rigid airport pavement design methodology, are time consuming when considering top-down cracking failure mode. I...
Publikováno v:
Airfield and Highway Pavements 2021.
Autor:
Sunghwan Kim, David R. Brill, Orhan Kaya, Kasthurirangan Gopalakrishnan, Halil Ceylan, Adel Rezaei-Tarahomi
Publikováno v:
Transportation Geotechnics. 13:81-91
Designing pavement foundation for rigid airfield pavements and understanding the contribution of pavement foundation elements to overall pavement performance and pavement failure have been challenges for the rigid airfield pavement design community.
Autor:
David R. Brill, Orhan Kaya, Adel Rezaei-Tarahomi, Kasthurirangan Gopalakrishnan, Sunghwan Kim, Halil Ceylan
Publikováno v:
International Journal of Pavement Research and Technology, Vol 10, Iss 5, Pp 410-420 (2017)
The Federal Aviation Administration’s (FAA’s) rigid pavement design standard employs the NIKE3D-FAA software to compute critical pavement responses of concrete airport pavement structures. NIKE3D-FAA is a modification of the original NIKE3D three
Autor:
Adel Rezaei-Tarahomi, Sunghwan Kim, Kasthurirangan Gopalakrishnan, David R. Brill, Halil Ceylan, Orhan Kaya
Publikováno v:
Airfield and Highway Pavements 2019.
Autor:
David R. Brill, Kasthurirangan Gopalakrishnan, Orhan Kaya, Sunghwan Kim, Halil Ceylan, Adel Rezaei-Tarahomi
Publikováno v:
Airfield and Highway Pavements 2017.
Autor:
S. Kim, Orhan Kaya, David R. Brill, Adel Rezaei-Tarahomi, Halil Ceylan, Kasthurirangan Gopalakrishnan
Publikováno v:
Bearing Capacity of Roads, Railways and Airfields ISBN: 9781315100333
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::947ea47de40ce3f19037788d8e0d4d9e
https://doi.org/10.1201/9781315100333-234
https://doi.org/10.1201/9781315100333-234
Publikováno v:
Journal of Testing and Evaluation. 48:20180906
Six flexible pavements were constructed for construction cycle 7 (CC7) at the Federal Aviation Administration (FAA) National Airport Pavement Test Facility in Atlantic City, New Jersey. Four test sections on the north side measure 200 mm (LFP-4), 250
Autor:
David R. Brill, Qiang Wang
Publikováno v:
International Journal of Pavement Engineering. 14:429-439
A 3D, nonlinear finite element program NIKE3D is used in the Federal Aviation Administration's pavement design and response analysis of the rigid pavement structures. In 2000, an infinite element method was added to the NIKE3D program to simulate the
Autor:
Halil Ceylan, Sunghwan Kim, David R. Brill, Kasthurirangan Gopalakrishnan, Adel Rezaei-Tarahomi, Orhan Kaya
Publikováno v:
Journal of Transportation Engineering, Part B: Pavements. 144:04018009
The Federal Aviation Administration (FAA) has recognized for some time that its current rigid pavement design model, involving a single slab loaded at one edge by a single aircraft gear, is...