Hit papers significantly outperform the citation benchmark for their cohort. A paper qualifies
if it has ≥500 total citations, achieves ≥1.5× the top-1% citation threshold for papers in the
same subfield and year (this is the minimum needed to enter the top 1%, not the average
within it), or reaches the top citation threshold in at least one of its specific research
topics.
Citations per year, relative to M W Witczak M W Witczak (= 1×)
peers
Yang Huang
Countries citing papers authored by M W Witczak
Since
Specialization
Citations
This map shows the geographic impact of M W Witczak's research. It shows the number of citations coming from papers published by authors working in each country. You can also color the map by specialization and compare the number of citations received by M W Witczak with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites M W Witczak more than expected).
This network shows the impact of papers produced by M W Witczak. Nodes represent research fields, and links connect fields that are likely to share authors. Colored nodes show fields that tend to cite the papers produced by M W Witczak. The network helps show where M W Witczak may publish in the future.
Co-authorship network of co-authors of M W Witczak
This figure shows the co-authorship network connecting the top 25 collaborators of M W Witczak.
A scholar is included among the top collaborators of M W Witczak based on the total number of
citations received by their joint publications. Widths of edges
represent the number of papers authors have co-authored together.
Node borders
signify the number of papers an author published with M W Witczak. M W Witczak is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
All Works
20 of 20 papers shown
1.
Darter, M I, Leslie Titus-Glover, Harold Von Quintus, et al.. (2006). Changes to the "Mechanistic-Empirical Pavement Design Guide" Software Through Version 0.900, July 2006.1 indexed citations
2.
Kaloush, Kamil E., et al.. (2006). Evaluation and Challenges of the Flow Number Simple Performance Test.1 indexed citations
Pellinen, Terhi & M W Witczak. (2002). STRESS DEPENDENT MASTER CURVE CONSTRUCTION FOR DYNAMIC (COMPLEX) MODULUS (WITH DISCUSSION). 71.34 indexed citations
5.
Epps, J A, et al.. (2000). HOT MIX ASPHALT VISIONS: 2000 AND BEYOND. 5(2).
6.
Witczak, M W, Ramon Bonaquist, Harold Von Quintus, & Kamil E. Kaloush. (2000). SPECIMEN GEOMETRY AND AGGREGATE SIZE EFFECTS IN UNIAXIAL COMPRESSION AND CONSTANT HEIGHT SHEAR TESTS. Association of Asphalt Paving Technologists Proc. 69. 733–793.66 indexed citations
7.
Ayres, Manuel & M W Witczak. (1998). AYMA: MECHANISTIC PROBABILISTIC SYSTEM TO EVALUATE FLEXIBLE PAVEMENT PERFORMANCE (WITH DISCUSSION AND CLOSURE). Transportation Research Record Journal of the Transportation Research Board.1 indexed citations
8.
Witczak, M W, Harold L Von Quintus, & Charles W. Schwartz. (1997). SUPERPAVE SUPPORT AND PERFORMANCE MODELS MANAGEMENT: EVALUATION OF THE SHRP PERFORMANCE MODELS SYSTEM.15 indexed citations
9.
Bonaquist, Ramon & M W Witczak. (1997). A COMPREHENSIVE CONSTITUTIVE MODEL FOR GRANULAR MATERIALS IN FLEXIBLE PAVEMENT STRUCTURES.24 indexed citations
10.
Ayres, Manuel & M W Witczak. (1995). Resilient modulus properties of asphalt rubber mixes from field demonstration projects in Maryland. Transportation Research Record Journal of the Transportation Research Board. 96–107.7 indexed citations
11.
Rada, Gonzalo R. & M W Witczak. (1994). DYNAMIC DESIGN OF AC OVERLAYS USING DEFLECTION TESTING. 2.1 indexed citations
12.
Rada, Gonzalo R., et al.. (1992). STRATEGIC HIGHWAY RESEARCH PROGRAM FALLING WEIGHT DEFLECTOMETER QUALITY ASSURANCE SOFTWARE. Transportation Research Record Journal of the Transportation Research Board.5 indexed citations
13.
Bonaquist, Ramon & M W Witczak. (1992). Assessing the non linear behaviour of subgrades and granular bases from surface deflection basins. 2.2 indexed citations
14.
Rada, Gonzalo R., et al.. (1988). COMPARISON OF AASHTO STRUCTURAL EVALUATION TECHNIQUES USING NONDESTRUCTIVE DEFLECTION TESTING. Transportation Research Record Journal of the Transportation Research Board.7 indexed citations
15.
McCullough, B F, et al.. (1982). Strength and deformation characteristics of pavements. NASA STI/Recon Technical Report N. 83. 19961.1 indexed citations
16.
Witczak, M W. (1978). FRAMEWORK FOR EVALUATION AND PERFORMANCE OF AIRPORT PAVEMENTS. Special report - Transportation Research Board, National Research Council.6 indexed citations
Witczak, M W. (1973). PREDICTION OF EQUIVALENT DAMAGE REPETITIONS FROM AIRCRAFT TRAFFIC MIXTURES FOR FULL-DEPTH ASPHALT AIRFIELD PAVEMENTS. Association of Asphalt Paving Technologists Proc. 42.1 indexed citations
19.
Witczak, M W. (1972). RELATIONSHIPS BETWEEN PHYSIOGRAPHIC UNITS AND HIGHWAY DESIGN FACTORS. National Cooperative Highway Research Program report.6 indexed citations
20.
Deacon, J A, et al.. (1971). EQUIVALENT PASSAGES OF AIRCRAFT WITH RESPECT TO FATIGUE DISTRESS OF FLEXIBLE AIRFIELD PAVEMENTS /WITH DISCUSSION/. Association of Asphalt Paving Technologists Proc. 40.1 indexed citations
Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive
bibliographic database. While OpenAlex provides broad and valuable coverage of the global
research landscape, it—like all bibliographic datasets—has inherent limitations. These include
incomplete records, variations in author disambiguation, differences in journal indexing, and
delays in data updates. As a result, some metrics and network relationships displayed in
Rankless may not fully capture the entirety of a scholar's output or impact.