Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Jagannath Mallela"'
Autor:
Suri Sadasivam, Jagannath Mallela
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2504:39-45
Time-related contract clauses are primarily designed to encourage contractors through incentives and disincentives to complete construction projects on or ahead of schedule. Highway agencies have gained extensive experience with the application of in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fa42ad350968ac696b9e9e62adfc80fe
https://doi.org/10.3141/2504-05
https://doi.org/10.3141/2504-05
Autor:
Alex Gotlif, Biplab B. Bhattacharya, Jagannath Mallela, Leslie Titus-Glover, Michael I Darter
Publikováno v:
International Conference on Transportation and Development 2016.
Enhancements to the jointed plain concrete pavement (JPCP) transverse fatigue cracking model and the transverse joint faulting model in the AASHTOWare Pavement Mechanistic-Empirical (ME) Design software based on corrected concrete coefficient of ther
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f979da5e5ecbbb66899606a7f858cf16
https://doi.org/10.1061/9780784479926.105
https://doi.org/10.1061/9780784479926.105
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2200:12-16
As part of a national initiative sponsored by FHWA under the Highways for LIFE program, the Utah Department of Transportation (DOT) was awarded a $1 million grant to demonstrate the use of proven, innovative technologies for accelerated bridge remova
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d8bf9c6227878cf1bf081f9a52a112da
https://doi.org/10.3141/2200-02
https://doi.org/10.3141/2200-02
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2004:150-162
A strong body of emerging evidence shows that under certain circumstances concrete pavements constructed over certain types of bases have a higher risk of early-age, uncontrolled cracking. In some cases, this has resulted in the removal and replaceme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fd6cf197d2b0e26e6e2fd71aed0903f0
https://doi.org/10.3141/2004-16
https://doi.org/10.3141/2004-16
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2001:141-154
Polymer-modified asphalt (PMA) mixtures are routinely used today in flexible pavement structures or overlays carrying high volumes of traffic. Although there have been numerous laboratory and field studies comparing the performance of PMA and convent
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d775b7cfd50ae9771a3a0528c144257e
https://doi.org/10.3141/2001-16
https://doi.org/10.3141/2001-16
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1990:102-110
One of the objectives for the Long-Term Pavement Performance (LTPP) program is to develop improved design methodologies for pavements. To achieve that objective, hundreds of hot-mix asphalt (HMA) test sections have been established and are being moni
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::78486761b3e01040e122f3f6c7e0b344
https://doi.org/10.3141/1990-12
https://doi.org/10.3141/1990-12
Publikováno v:
Management Guide to Intellectual Property for State Departments of Transportation
This report provides information to assist state transportation agency staff to recognize the potential value of the agency’s intellectual assets and the agency’s responsibilities in respecting the intellectual property (IP) rights of others. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a9fc783f9ac4ac3739dcaffe90047112
https://doi.org/10.17226/22190
https://doi.org/10.17226/22190
Publikováno v:
International Journal of Pavement Engineering. 7:323-329
An existing finite element program—ISLAB2000—was modified to allow for the analysis of horizontally restrained and unrestrained portland cement concrete (PCC) pavement slabs with partial depth cracks. To simulate a partial-depth crack, special li
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e81517c92c5c501a45c1a49157d45b5c
https://doi.org/10.1080/10298430600800287
https://doi.org/10.1080/10298430600800287