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.
Analysis of Laterally Loaded Piles in Sand
1974760 citationsLymon C. Reese, William R. Cox et al.profile →
Load Transfer for Axially Loaded Piles in Clay
1966329 citationsLymon C. Reese et al.Journal of the Soil Mechanics and Foundations Divisionprofile →
Peers — A (Enhanced Table)
Peers by citation overlap · career bar shows stage (early→late)
cites ·
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Countries citing papers authored by Lymon C. Reese
Since
Specialization
Citations
This map shows the geographic impact of Lymon C. Reese'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 Lymon C. Reese with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Lymon C. Reese more than expected).
This network shows the impact of papers produced by Lymon C. Reese. 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 Lymon C. Reese. The network helps show where Lymon C. Reese may publish in the future.
Co-authorship network of co-authors of Lymon C. Reese
This figure shows the co-authorship network connecting the top 25 collaborators of Lymon C. Reese.
A scholar is included among the top collaborators of Lymon C. Reese 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 Lymon C. Reese. Lymon C. Reese 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.
Reese, Lymon C., et al.. (2016). A lateral-load test of a full-scale pile group in sand. US Army Corps of Engineers: Engineer Research and Development Center (Knowledge Core).3 indexed citations
Reese, Lymon C., et al.. (2006). Field Testing and Analysis of Laterally Loaded Piles in Stiff Clay. 106–125.89 indexed citations
4.
Reese, Lymon C., et al.. (1998). Design of Pile Foundations in Liquefied Soils. 1331–1343.14 indexed citations
5.
Reese, Lymon C., et al.. (1993). COM624P - Laterally Loaded Pile Analysis Program for the Microcomputer, Version 2.0.34 indexed citations
6.
O’Neill, Michael W., et al.. (1992). EFFECTS OF STRATIGRAPHIC AND CONSTRUCTION DETAILS ON THE LOAD TRANSFER BEHAVIOR OF DRILLED SHAFTS. Transportation Research Record Journal of the Transportation Research Board.3 indexed citations
7.
Reese, Lymon C., et al.. (1989). Predictions of Response of Piles to Axial Loading. 173–187.6 indexed citations
8.
Long, James H. & Lymon C. Reese. (1988). An Investigation of the Behavior of Vertical Piles in Cohesive Soils Subjected to Repetitive Lateral Loads.. US Army Corps of Engineers: Engineer Research and Development Center (Knowledge Core).1 indexed citations
9.
Reese, Lymon C. & Kenneth H. Stokoe. (1988). INSTRUMENTATION FOR TESTS OF PILES SUBJECTED TO AXIAL LOADING. Transportation Research Record Journal of the Transportation Research Board. 33–42.1 indexed citations
10.
Reese, Lymon C., et al.. (1988). Development of a Laboratory Test to Identify the Scour Potential of Soils at Piles Supporting Offshore Structures.. US Army Corps of Engineers: Engineer Research and Development Center (Knowledge Core).2 indexed citations
11.
Brown, Dan & Lymon C. Reese. (1988). Behavior of a Large-Scale Pile Group Subjected to Cyclic Lateral Loading.. US Army Corps of Engineers: Engineer Research and Development Center (Knowledge Core).35 indexed citations
12.
Reese, Lymon C., et al.. (1983). Study of the lateral pressure of fresh concrete as related to the design of drilled shafts..7 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.