Year |
Citation |
Score |
2017 |
Zak J, Monismith CL, Coleri E, Harvey JT. Uniaxial Shear Tester – new test method to determine shear properties of asphalt mixtures Road Materials and Pavement Design. 18: 87-103. DOI: 10.1080/14680629.2016.1266747 |
0.454 |
|
2016 |
Tsai BW, Coleri E, Harvey JT, Monismith CL. Evaluation of AASHTO T 324 Hamburg-Wheel Track Device test Construction and Building Materials. 114: 248-260. DOI: 10.1016/J.Conbuildmat.2016.03.171 |
0.622 |
|
2015 |
Žák J, Monismith CL, Jarušková D. Consideration of fatigue resistance tests variability in pavement design methodology International Journal of Pavement Engineering. 16: 91-96. DOI: 10.1080/10298436.2014.942858 |
0.421 |
|
2012 |
Yu J, Tsai B, Zhang X, Monismith C. Development of asphalt pavement fatigue cracking prediction model based on loading mode transfer function Road Materials and Pavement Design. 13: 501-517. DOI: 10.1080/14680629.2012.695240 |
0.645 |
|
2012 |
Mandapaka V, Basheer I, Sahasi K, Vacura P, Tsai BW, Monismith CL, Harvey J, Ullidtz P. Application of four-point bending beam fatigue test for the design and construction of a long-life asphalt concrete rehabilitation project in Northern California Four-Point Bending - Proceedings of the 3rd Conference On Four-Point Bending. 51-58. |
0.326 |
|
2012 |
Tsai BW, Wu R, Harvey JT, Monismith CL. Development of fatigue performance specification and its relation to mechanistic-empirical pavement design using four-point bending beam test results Four-Point Bending - Proceedings of the 3rd Conference On Four-Point Bending. 59-71. |
0.362 |
|
2009 |
Tsai BW, Monismith CL. Quality control-quality assurance sampling strategies for hot-mix asphalt construction Transportation Research Record. 51-62. DOI: 10.3141/2098-06 |
0.557 |
|
2008 |
Coleri E, Tsai BW, Monismith CL. Pavement rutting performance prediction by integrated Weibull approach Transportation Research Record. 120-130. DOI: 10.3141/2087-13 |
0.617 |
|
2008 |
Ullidtz P, Harvey J, Tsai BW, Monismith CL. Calibration of mechanistic-empirical models for flexible pavements using california heavy vehicle simulators Transportation Research Record. 20-28. DOI: 10.3141/2087-03 |
0.661 |
|
2006 |
Theyse HL, Hoover TP, Harvey JT, Monismith CL, Coetzee NF. A mechanistic-empirical subgrade design model based on heavy vehicle simulator test results Geotechnical Special Publication. 195-202. DOI: 10.1061/40866(198)25 |
0.349 |
|
2006 |
Monismith CL, Popescu L. Performance specifications without percent within limits (PWLs); a counter point of view Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions. 75: 893-922. |
0.321 |
|
2006 |
Wu R, Harvey JT, Monismith CL, Buttlar W, Masad E, De Bondt AH, Huang B, Chehab G, Al-Qadi I, Wang J. Towards a mechanistic model for reflective cracking in asphalt concrete overlays Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions. 75: 491-534. |
0.35 |
|
2006 |
Anderson RM, Huner M, Dunning M, Monismith CL. Evaluation of the direct tension test and critical cracking temperatures for asphalt binders in Kentucky Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions. 75: 203-238. |
0.355 |
|
2005 |
Tsai BW, Harvey JT, Monismith CL. Using the three-stage weibull equation and tree-based model to characterize the mix fatigue damage process Transportation Research Record. 227-237. DOI: 10.3141/1929-27 |
0.625 |
|
2005 |
Tsai BW, Monismith CL, Dunning M, Gibson N, D'Angelo J, Leahy R, King G, Christensen D, Anderson D, Davis R, Jones D. Influence of asphalt binder properties on the fatigue performance of asphalt concrete pavements Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions. 74: 733-789. |
0.441 |
|
2005 |
Tsai BW, Bejarano MO, Harvey JT, Monismith CL. Prediction and calibration of pavement fatigue performance using two-stage weibull approach Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions. 74: 697-731. |
0.338 |
|
2004 |
Tsai BW, Harvey JT, Monismith CL. Two-stage weibull approach for asphalt concrete fatigue performance prediction Asphalt Paving Technology, Aapt. 623-655. |
0.452 |
|
2004 |
Monismith CL, Popescu L, Harvey J. Performance-based pay factors for asphalt concrete construction; comparison with a currently used experience-based approach Asphalt Paving Technology, Aapt. 147-194. |
0.447 |
|
2003 |
Tsai BW, Harvey JT, Monismith CL. Application of Weibull Theory in Prediction of Asphalt Concrete Fatigue Performance Transportation Research Record. 121-130. DOI: 10.3141/1832-15 |
0.67 |
|
2002 |
Tsai BW, Harvey JT, Monismith CL. WesTrack fatigue performance prediction using Miner's law Transportation Research Record. 137-147. DOI: 10.3141/1809-16 |
0.645 |
|
2002 |
Deacon JA, Harvey JT, Guada I, Popescu L, Monismith CL. Analytically based approach to rutting prediction Transportation Research Record. 9-18. DOI: 10.3141/1806-02 |
0.483 |
|
2001 |
Scholz TV, Seeds SB, Monismith CL, Epps JA. Development of a prototype performance-related specification for hot-mix asphalt pavement construction Proceedings of the Association of Asphalt Paving Technologists. 70: 837-866. |
0.358 |
|
2000 |
Monismith CL, Harvey JT, Guada IM, Long F, Vallerga BA, Nokes WA, Jew A. Asphalt mix evaluations: Case study at San Francisco International Airport Transportation Research Record. 133-140. DOI: 10.3141/1723-17 |
0.434 |
|
2000 |
Monismith CL, Vallerga BA, Harvey JT, Long F, Jew A. Asphalt mix studies - San Francisco International Airport Proceedings - International Air Transportation Conference. 113-124. DOI: 10.1061/40530(303)9 |
0.336 |
|
1996 |
Tayebali AA, Deacon JA, Monismith CL. Development and evaluation of dynamic flexural beam fatigue test system Transportation Research Record. 89-97. DOI: 10.3141/1545-12 |
0.569 |
|
1996 |
Long F, Harvey J, Scheffy C, Monismith CL. Prediction of pavement fatigue for California Department of Transportation Accelerated Pavement Testing Program drained and undrained test sections Transportation Research Record. 105-114. DOI: 10.3141/1540-15 |
0.696 |
|
1996 |
Nokes WA, Stolarski PJ, Monismith CL, Harvey JT, Coetzee N, Rust FC. Establishing the California Department of Transportation Accelerated Pavement Testing Program Transportation Research Record. 91-96. DOI: 10.3141/1540-13 |
0.391 |
|
1996 |
Chatti K, Kim HB, Yun KK, Mahoney JP, Monismith CL. Field investigation into effects of vehicle speed and tire pressure on asphalt concrete pavement strains Transportation Research Record. 66-71. DOI: 10.3141/1539-09 |
0.343 |
|
1996 |
Leahy RB, Hicks RG, Monismith CL, Finn FN. Framework for performance-based approach to mix design and analysis Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions. 64: 431-473. |
0.469 |
|
1996 |
Harvey JT, Vallerga BA, Monismith CL. Use of SHRP-developed testing in QC/QA programs on asphalt concrete for highway and airfield pavements Astm Special Technical Publication. 1299: 94-110. |
0.481 |
|
1995 |
Leahy R, Hicks RG, Monismith CL. SHRP asphalt program: Products, potential impact, and future research Transportation Congress, Proceedings. 1: 676-690. |
0.371 |
|
1995 |
Deacon JA, Leahy RB, Monismith CL. Mix testing and analysis systems resulting from SHRP contract A-003A Transportation Congress, Proceedings. 1: 691-711. |
0.379 |
|
1995 |
Harvey J, Vallerga BA, Monismith CL. Mix design methodology for a warrantied pavement: Case study Transportation Research Record. 184-192. |
0.342 |
|
1993 |
Matthews JM, Monismith CL, Craus J. Investigation of laboratory fatigue testing procedures for asphalt aggregate mixtures Journal of Transportation Engineering. 119: 634-654. DOI: 10.1061/(Asce)0733-947X(1993)119:4(634) |
0.561 |
|
1988 |
Monismith CL, Sousa J, Lysmer J. Modern pavement design technology including dynamic load conditions Sae Technical Papers. DOI: 10.4271/881845 |
0.32 |
|
1985 |
Vallerga BA, Monismith CL, Yuce R. ASPHALT REVETMENTS FOR SLOPE PROTECTION IN THE ARCTIC . 732-744. |
0.351 |
|
1981 |
MacLeod DR, Monismith CL. CRACKING MODEL FOR PLAIN JOINTED PORTLAND CEMENT CONCRETE PAVEMENTS . 317-330. |
0.336 |
|
1978 |
Akili W, Monismith CL. PERMANENT DEFORMATION CHARACTERISTICS OF CEMENT-EMULSION STABILIZED SAND Asphalt Paving Technol. 47: 281-301. |
0.31 |
|
1977 |
Raad L, Monismith CL, Mitchell JK. FATIGUE BEHAVIOR OF CEMENT-TREATED MATERIALS Transportation Research Record. 7-11. |
0.465 |
|
1973 |
Salam YM, Monismith CL. FRACTURE (ULTIMATE STRENGTH) ANALYSES OF ASPHALT PAVEMENT LAYERS RESULTING FROM TRAFFIC LOADING Highw Res Rec. 127-138. |
0.303 |
|
1973 |
Monismith CL, Barksdale RD, Hicks RG, Pell PS, Hudson WR, Deacon JA, Finn FN, Terrel RL, Witczak MW, Havens JH, Deen RC, Southgate HF, Majidzadeh K, Ramsamooj DV. STRUCTURAL DESIGN OF ASPHALT CONCRETE PAVEMENTS TO PREVENT FATIGUE CRACKING Highw Res Bd, Spec Rep. |
0.421 |
|
1972 |
Epps J, Monismith C. Fatigue of Asphalt Concrete Mixtures—Summary of Existing Information Astm Special Technical Publications. DOI: 10.1520/Stp38807S |
0.437 |
|
1972 |
Pretorius PC, Monismith CL. FATIGUE CRACK FORMATION AND PROPAGATION IN PAVEMENTS CONTAINING SOIL-CEMENT BASES Highw Res Rec. 102-115. |
0.335 |
|
1971 |
Epps JA, Monismith CL. FATIGUE OF ASPHALT CONCRETE MIXTURES - SUMMARY OF EXISTING INFORMATION Astm Special Technical Publication. 19-45. |
0.301 |
|
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