Zobrazeno 1 - 10
of 56
pro vyhledávání: '"Gilbert Y. Baladi"'
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2590:113-121
One of the objectives of the Long-Term Pavement Performance Specific Pavement Studies (SPS)-1 experiment was to examine the effects of climatic regions and various design factors on the performance of flexible pavements. In a research study sponsored
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6056d2c911446aaab597589dbd1fe6de
https://doi.org/10.3141/2590-13
https://doi.org/10.3141/2590-13
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2523:32-39
Existing systems for rating pavement condition are primarily based on current pavement conditions, distresses, or both. These systems do not account for the pavement's deterioration rates. For instance, two pavement sections rated fair this year may
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::56c0f05aebe128a8855ed6c800ca508a
https://doi.org/10.3141/2523-04
https://doi.org/10.3141/2523-04
Autor:
Gilbert Y. Baladi, Pegah Rajaei
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2510:74-80
Accurate frost depth prediction is an important aspect of engineering design for infrastructure including pavement, building and bridge foundations, and utility lines. Actual frost depth is affected by material type, soil thermal properties, and soil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3122598b1fc89a36ebc380a9dd579632
https://doi.org/10.3141/2510-09
https://doi.org/10.3141/2510-09
Autor:
Christopher M Dean, Gilbert Y. Baladi
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2366:78-86
When a pavement section is subjected to preservation or rehabilitation treatment, its surface condition is transformed from one set of condition states—those before treatment—to another set—those after treatment. This transformation is a functi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a2e62a4b51cab54c6a9401703e8a914b
https://doi.org/10.3141/2366-10
https://doi.org/10.3141/2366-10
Publikováno v:
Engineering Journal, Vol 16, Iss 4 (2012)
In the Long-term Pavement Performance (LTPP) study, the SPS-3 experiment was designed to assess the performance of different flexible pavement maintenance treatments, relative to the performance of untreated control sections. The experiment consists
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9abd7bbe08adcd855462a4fb8a5a5e66
https://doi.org/10.4186/ej.2012.16.4.149
https://doi.org/10.4186/ej.2012.16.4.149
Autor:
Tyler A Dawson, Adam Charles Beach, Syed Waqar Haider, Gilbert Y. Baladi, Christopher M Dean, Karim Chatti
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2292:52-60
The effectiveness of pavement treatments is a function of several factors, including material quality, design, distribution of pavement condition states (conditions and rates of deterioration) before treatment, and construction quality. Because of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b4cf786842ebed9a84bb9993e763ce9d
https://doi.org/10.3141/2292-07
https://doi.org/10.3141/2292-07
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2304:55-66
In the past, highway authorities have selected pavement treatment type on the basis of the driving lane conditions and have applied the same treatment to all lanes. Recently, authorities started applying different treatments to the driving and passin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d390f0025f9adad1ba2db2ec46162ae2
https://doi.org/10.3141/2304-07
https://doi.org/10.3141/2304-07
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2225:43-55
Pavement performance monitoring is an essential part of a pavement management system (PMS). Therefore, highway agencies collect pavement condition data containing various structural and functional distresses on a regular basis. How frequently pavemen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98d4af5f18d948c4b50c2f6e1ab8a0c9
https://doi.org/10.3141/2225-06
https://doi.org/10.3141/2225-06
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2153:67-80
Monitoring pavement surface conditions over time is essential for pavement management and performance models. Time series distress data can be used to determine the remaining service life at the project level, which can then be used for all projects
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ab843f0c490824954a1f6c8d6103739
https://doi.org/10.3141/2153-08
https://doi.org/10.3141/2153-08
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2094:71-78
The resilient modulus ( MR) of roadbed soils is a necessary parameter in pavement design. The MR of roadbed soils is dependent on the soil type, water content, dry density, particle gradation, Atterberg limits, and stress states. Several procedures c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f1ac5d75e632590fa301a300e84971e
https://doi.org/10.3141/2094-08
https://doi.org/10.3141/2094-08