Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Carlos E. Cary"'
Publikováno v:
Airfield and Highway Pavements 2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5bb50d4c62ea94212cf2f094f24322bb
https://doi.org/10.1061/9780784483527.010
https://doi.org/10.1061/9780784483527.010
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2672:31-39
Construction Cycle 7 (CC7) conducted at the FAA National Airport Pavement Test Facility (NAPTF) was aimed to study the effect of hot mix asphalt (HMA) layer thickness and develop perpetual pavement design criterion for airfield flexible pavements. Fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eddc88a523d0e3f2ea665bdc7f5c191e
https://doi.org/10.1177/0361198118756619
https://doi.org/10.1177/0361198118756619
Autor:
Carlos E. Cary, Claudia E. Zapata
Publikováno v:
Journal of Transportation Engineering. 140:50-60
This study presents results of one of the first in situ assessment studies on the use of the Mechanistic-Empirical Pavement Design Guide (M-EPDG) methodology applied to the design of airfield pavements. The M-EPDG’s Enhanced Integrated Climatic Mod
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f4634772fed329e8c59f2d7dcc799ae6
https://doi.org/10.1061/(asce)te.1943-5436.0000619
https://doi.org/10.1061/(asce)te.1943-5436.0000619
Autor:
Carlos E. Cary, Claudia E. Zapata
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2349:41-51
The database developed under NCHRP Project 9-23A, Development of a National Catalog of Subgrade Soil–Water Characteristic Curves (SWCC) Default Inputs to Use in the MEPDG, included not only measured soil index properties needed in all hierarchical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d62d8858e82be3ea14a09b7a327a7a4
https://doi.org/10.3141/2349-06
https://doi.org/10.3141/2349-06
Autor:
Carlos E. Cary, Claudia E. Zapata
Publikováno v:
International Journal of Geomechanics. 16
This study presents the results of one of the first attempts to characterize the pore water pressure response of soils subjected to dynamic loading under saturated and unsaturated conditions. The resilient modulus, which captures the soil stiffness u
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7f699f9958170a48cc9de0e3038c7f0
https://doi.org/10.1061/(asce)gm.1943-5622.0000642
https://doi.org/10.1061/(asce)gm.1943-5622.0000642
Publikováno v:
International Conference on Transportation and Development 2016.
Four flexible pavements were constructed on the north side for Construction Cycle 7 (CC7) at the Federal Aviation Administration’s (FAA) National Airport Pavement Test Facility (NAPTF) to develop flexible perpetual pavement design criterion and val
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::782f643a8738951603b0bd8685d993cb
https://doi.org/10.1061/9780784479926.005
https://doi.org/10.1061/9780784479926.005
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2305:141-149
A newly developed mechanistically based design procedure for airfield hot-mix asphalt pavement is studied. The pavement performance is calculated in terms of critical strains on the basis of multilayer theory. Rutting failure criteria from the Asphal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::24cdccb37c25313b5de12400e710bb9a
https://doi.org/10.3141/2305-15
https://doi.org/10.3141/2305-15
Autor:
Claudia E. Zapata, Carlos E. Cary
Publikováno v:
Road Materials and Pavement Design. 12:615-638
The suitability of the current resilient modulus test protocol (NCHRP 1-28A) for its application to unsaturated soils was assessed. Modifications to the stress state conditions of the protocol are necessary due to the axis-translation needed during t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::033d2468a42141bca4bfbeff87405317
https://doi.org/10.1080/14680629.2011.9695263
https://doi.org/10.1080/14680629.2011.9695263
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2225:67-77
Evaluation and calibration of the Mechanistic–Empirical Pavement Design Guide (MEPDG) has been attempted by various agencies throughout the United States. Agencies interested in adopting the MEPDG procedure must prepare a practical implementation p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce7ba16e6341b5de0f65f74807cc9da6
https://doi.org/10.3141/2225-08
https://doi.org/10.3141/2225-08
Autor:
Claudia E. Zapata, Carlos E. Cary
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2170:36-44
The present study deals with the revision of the current model in the Mechanistic–Empirical Pavement Design Guide (MEPDG) used to predict the environmental factor for unfrozen unbound materials (FU), which is used to adjust the resilient response o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b39a2d204e8715b22220a5ce9dca37d5
https://doi.org/10.3141/2170-05
https://doi.org/10.3141/2170-05