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.
Slope stability analysis by strength reduction
1999839 citationsA. Drescher et al.Géotechniqueprofile →
Photoelastic verification of a mechanical model for the flow of a granular material
This map shows the geographic impact of A. Drescher'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 A. Drescher with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites A. Drescher more than expected).
This network shows the impact of papers produced by A. Drescher. 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 A. Drescher. The network helps show where A. Drescher may publish in the future.
Co-authorship network of co-authors of A. Drescher
This figure shows the co-authorship network connecting the top 25 collaborators of A. Drescher.
A scholar is included among the top collaborators of A. Drescher 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 A. Drescher. A. Drescher is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Michałowski, Radosław L. & A. Drescher. (2009). Three-dimensional stability of slopes and excavations. Géotechnique. 59(10). 839–850.292 indexed citations breakdown →
3.
Hambleton, James P. & A. Drescher. (2009). Asymptotics in soil-wheel interaction. 967–976.1 indexed citations
4.
Hambleton, James P. & A. Drescher. (2008). Mechanistic Approach for Relating Test Roller Penetration to Strength Properties of Bases and Subgrades. Transportation Research Board 87th Annual MeetingTransportation Research Board.1 indexed citations
Drescher, A., et al.. (2003). INVESTIGATION OF FACTORS RELATED TO SURFACE-INITIATED CRACKS IN FLEXIBLE PAVEMENTS. University of Minnesota Digital Conservancy (University of Minnesota).5 indexed citations
8.
Mróz, Z., Nathalie Boukpeti, & A. Drescher. (2003). Constitutive Model for Static Liquefaction. International Journal of Geomechanics. 3(2). 133–144.29 indexed citations
Labuz, Joseph F., et al.. (2000). CALIBRATION OF AN EARTH PRESSURE CELL. University of Minnesota Digital Conservancy (University of Minnesota).1 indexed citations
11.
Drescher, A., et al.. (1999). Deformability of shredded tires. Final report, 1996--1998. OSTI OAI (U.S. Department of Energy Office of Scientific and Technical Information).2 indexed citations
Newcomb, D E & A. Drescher. (1994). ENGINEERING PROPERTIES OF SHREDDED TIRES IN LIGHTWEIGHT FILL APPLICATIONS. Transportation Research Record Journal of the Transportation Research Board. 1–7.19 indexed citations
14.
Newcomb, D E, et al.. (1993). INFLUENCE OF ROOFING SHINGLES ON ASPHALT CONCRETE MIXTURE PROPERTIES. FINAL REPORT. OSTI OAI (U.S. Department of Energy Office of Scientific and Technical Information).20 indexed citations
15.
Labuz, Joseph F., A. Drescher, & I. Vardoulakis. (1990). Development of a Plane-Strain Device for Soft Rock. 341–349.1 indexed citations
16.
Drescher, A., et al.. (1989). LIMIT LOAD IN STEADY 3-D PLASTIC FLOW AROUND OBSTACLES. NUMERICAL MODELS IN GEOMECHANICS. NUMOG III. PROCEEDINGS OF THE 3RD INTERNATIONAL SYMPOSIUM HELD AT NIAGARA FALLS, CANADA, 8-11 MAY 1989.1 indexed citations
Drescher, A.. (1967). NONLINEAR CREEP OF COHESIVE SOIL.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.