Year |
Citation |
Score |
2010 |
Prowell BD, Brown ER, Anderson RM, Daniel JS, Swamy AK, Quintus HV, Shen S, Carpenter SH, Bhattacharjee S, Maghsoodloo S. Validating the Fatigue Endurance Limit for Hot Mix Asphalt Nchrp Report. DOI: 10.17226/14360 |
0.592 |
|
2010 |
Prowell BD, Brown ER, Anderson RM, Shen S, Carpenter SH. Endurance limit of hot mix asphalt mixtures to prevent bottom-up fatigue cracking Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions. 79: 519-559. |
0.344 |
|
2009 |
Leng Z, Al-Qadi IL, Carpenter SH, Ozer H. Interface bonding between hot-mix asphalt and various portland cement concrete surfaces: Assessment of accelerated pavement testing and measurement of interface strain Transportation Research Record. 20-28. DOI: 10.3141/2127-03 |
0.367 |
|
2008 |
Anochie-Boateng J, Tutumluer E, Carpenter SH. Permanent deformation behavior of naturally occurring bituminous sands Transportation Research Record. 31-40. DOI: 10.3141/2059-04 |
0.377 |
|
2008 |
Leng Z, Ozer H, Al-Qadi IL, Carpenter SH. Interface bonding between hot-mix asphalt and various portland cement concrete surfaces laboratory assessment Transportation Research Record. 46-53. DOI: 10.3141/2057-06 |
0.31 |
|
2007 |
Archilla AR, Diaz LG, Carpenter SH. Proposed method to determine the flow number in bituminous mixtures from repeated axial load tests Journal of Transportation Engineering-Asce. 133: 610-617. DOI: 10.1061/(Asce)0733-947X(2007)133:11(610) |
0.407 |
|
2007 |
Shen S, Carpenter SH. Development of an asphalt fatigue model based on energy principles Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions. 76: 525-573. |
0.375 |
|
2006 |
Shen S, Airey GD, Carpenter SH, Huang H. A dissipated energy approach to fatigue evaluation Road Materials and Pavement Design. 7: 47-69. DOI: 10.3166/rmpd.7.47-69 |
0.352 |
|
2006 |
Carpenter SH, Shen S. Dissipated Energy Approach to Study Hot-Mix Asphalt Healing in Fatigue Transportation Research Record. 1970: 178-185. DOI: 10.3141/1970-21 |
0.643 |
|
2006 |
Ghuzlan KA, Carpenter SH. Fatigue damage analysis in asphalt concrete mixtures using the dissipated energy approach Canadian Journal of Civil Engineering. 33: 890-901. DOI: 10.1139/L06-032 |
0.744 |
|
2006 |
Shen S, Airey GD, Carpenter SH, Huang H. A Dissipated Energy Approach to Fatigue Evaluation Road Materials and Pavement Design. 7: 47-69. DOI: 10.1080/14680629.2006.9690026 |
0.613 |
|
2006 |
Pan T, Tutumluer E, Carpenter SH. Effect of coarse aggregate morphology on permanent deformation behavior of hot mix asphalt Journal of Transportation Engineering. 132: 580-589. DOI: 10.1061/(Asce)0733-947X(2006)132:7(580) |
0.407 |
|
2006 |
Carpenter SH, Shen S. Dissipated energy approach to study hot-mix asphalt healing in fatigue Transportation Research Record. 178-185. |
0.405 |
|
2005 |
Shen S, Carpenter SH. Application of the dissipated energy concept in fatigue endurance limit testing Transportation Research Record. 1929: 165-173. DOI: 10.3141/1929-20 |
0.655 |
|
2005 |
Pan T, Tutumluer E, Carpenter SH. Effect of coarse aggregate morphology on the resilient modulus of hot-mix asphalt Transportation Research Record. 1-9. DOI: 10.3141/1929-01 |
0.426 |
|
2005 |
Shen S, Carpenter SH. Application of the dissipated energy concept in fatigue endurance limit testing Transportation Research Record. 165-173. |
0.426 |
|
2003 |
Carpenter SH, Ghuzlan KA, Shen S. Fatigue Endurance Limit for Highway and Airport Pavements Transportation Research Record. 1832: 131-138. DOI: 10.3141/1832-16 |
0.768 |
|
2003 |
Carpenter SH, Ghuzlan KA, Shen S. Fatigue Endurance Limit for Highway and Airport Pavements Transportation Research Record. 131-138. |
0.757 |
|
2002 |
Vavrik WR, Pine WJ, Carpenter SH. Aggregate blending for asphalt mix design Bailey method Transportation Research Record. 146-153. DOI: 10.3141/1789-16 |
0.741 |
|
2002 |
Vavrik WR, Pine WJ, Huber G, Carpenter SH, Bailey R. The Bailey method of gradation evaluation: The influence of aggregate gradation and packing characteristics on voids in the mineral aggregate Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions. 70: 132-175. |
0.734 |
|
2001 |
Carpenter SH, Vavrik WR. Repeated triaxial testing during mix design for performance characterization Transportation Research Record. 76-84. DOI: 10.3141/1767-10 |
0.758 |
|
2001 |
Aho BD, Vavrik WR, Carpenter SH. Effect of flat and elongated coarse aggregate on field compaction of hot-mix asphalt Transportation Research Record. 26-31. DOI: 10.3141/1761-04 |
0.733 |
|
2000 |
Ghuzlan KA, Carpenter SH. Energy-derived, damage-based failure criterion for fatigue testing Transportation Research Record. 141-149. DOI: 10.3141/1723-18 |
0.749 |
|
1999 |
Dos Reis HLM, Habboub AK, Carpenter SH. Nondestructive evaluation of complex moduli in asphalt concrete with an energy approach Transportation Research Record. 170-178. DOI: 10.3141/1681-20 |
0.374 |
|
1999 |
Vavrik WR, Fries RJ, Carpenter SH. Effect of flat and elongated coarse aggregate on characteristics of gyratory compacted samples Transportation Research Record. 28-36. DOI: 10.3141/1681-04 |
0.719 |
|
1999 |
Abdelrahman MA, Carpenter SH. Mechanism of Interaction of Asphalt Cement with Crumb Rubber Modifier Transportation Research Record. 106-113. DOI: 10.3141/1661-15 |
0.307 |
|
1998 |
Vavrik WR, Carpenter SH. Calculating Air Voids at Specified Number of Gyrations in Superpave Gyratory Compactor Transportation Research Record. 1630: 117-125. DOI: 10.3141/1630-14 |
0.715 |
|
1976 |
Chang HS, Lytton RL, Carpenter SH. NUMERICAL ANALYSIS OF THERMAL CRACK PROPAGATION IN PAVEMENT OVERLAYS . 1: 526-539. |
0.508 |
|
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