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.
Properties of interfacial transition zones in recycled aggregate concrete tested by nanoindentation
2013520 citationsDavid A. Lange, Surendra P. Shah et al.Cement and Concrete Compositesprofile →
Peers — A (Enhanced Table)
Peers by citation overlap · career bar shows stage (early→late)
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Countries citing papers authored by David A. Lange
Since
Specialization
Citations
This map shows the geographic impact of David A. Lange'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 David A. Lange with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites David A. Lange more than expected).
This network shows the impact of papers produced by David A. Lange. 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 David A. Lange. The network helps show where David A. Lange may publish in the future.
Co-authorship network of co-authors of David A. Lange
This figure shows the co-authorship network connecting the top 25 collaborators of David A. Lange.
A scholar is included among the top collaborators of David A. Lange 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 David A. Lange. David A. Lange is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Edwards, J. Riley, et al.. (2013). Investigation of Material Improvements to Mitigate the Effects of Abrasion Mechanism of Concrete Crosstie Rail Seat Deterioration (RSD). Transportation Research Board 92nd Annual MeetingTransportation Research Board.
9.
Edwards, J. Riley, et al.. (2012). Investigation of the Dynamic Frictional Properties of a Concrete Crosstie Rail Seat and Pad and its Effect on Rail Seat Deterioration (RSD). Transportation Research Board 91st Annual MeetingTransportation Research Board.21 indexed citations
10.
Lange, David A., et al.. (2012). Performance of concrete with high aggregate packing density. Guisuanyan xuebao. 40(1). 27–32.1 indexed citations
11.
Edwards, J. Riley, et al.. (2011). Laboratory Testing to Address the Potential for Damaging Hydraulic Pressure in Concrete Tie Rail Seat. Transportation Research Board 90th Annual MeetingTransportation Research Board.1 indexed citations
12.
Lange, David A., et al.. (2010). Investigation of Potential Concrete Tie Rail Seat Deterioration Mechanisms: Cavitation Erosion and Hydraulic Pressure Cracking. Transportation Research Board 89th Annual MeetingTransportation Research Board.12 indexed citations
13.
Lange, David A., et al.. (2008). Performance and acceptance of self-consolidating concrete : final report. Illinois Digital Environment for Access to Learning and Scholarship (University of Illinois at Urbana-Champaign).3 indexed citations
14.
Grasley, Zachary, et al.. (2006). Relative Humidity in Concrete: What does it mean?. ACI Concrete International. 28(10). 51–57.6 indexed citations
15.
Grasley, Zachary, et al.. (2006). Relative Humidity in Concrete. ACI Concrete International. 28(10). 51–57.18 indexed citations
16.
Lange, David A. & Salah Altoubat. (2002). Discussion Creep, Shrinkage, and Cracking of Restrained Concrete at Early Age. ACI Materials Journal. 99(3). 326–327.3 indexed citations
17.
Biernacki, Joseph J. & David A. Lange. (1996). Highlighting Materials Science In Concrete Educaiton. ACI Concrete International. 18(12). 71–74.
18.
Lange, David A., Chaojun Ouyang, & S. P. Shah. (1996). Behavior of Cementitious Composites with Randomly Dispersed Microfibers. 281–287.1 indexed citations
19.
Li, Zongjin, et al.. (1994). Relationship between microstructure and mechanical properties of the paste-aggregate interface. ACI Materials Journal. 91(1). 30–39.55 indexed citations
20.
Shah, Surendra P., Zongjin Li, & David A. Lange. (1992). Properties of aggregate-cement interface for high performance concrete. Rare & Special e-Zone (The Hong Kong University of Science and Technology). 852–855.2 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.