H M Coyle

946 total citations · 1 hit paper
40 papers, 652 citations indexed

About

H M Coyle is a scholar working on Civil and Structural Engineering, Safety, Risk, Reliability and Quality and Industrial and Manufacturing Engineering. According to data from OpenAlex, H M Coyle has authored 40 papers receiving a total of 652 indexed citations (citations by other indexed papers that have themselves been cited), including 36 papers in Civil and Structural Engineering, 5 papers in Safety, Risk, Reliability and Quality and 3 papers in Industrial and Manufacturing Engineering. Recurrent topics in H M Coyle's work include Geotechnical Engineering and Soil Stabilization (28 papers), Geotechnical Engineering and Soil Mechanics (25 papers) and Geotechnical Engineering and Underground Structures (23 papers). H M Coyle is often cited by papers focused on Geotechnical Engineering and Soil Stabilization (28 papers), Geotechnical Engineering and Soil Mechanics (25 papers) and Geotechnical Engineering and Underground Structures (23 papers). H M Coyle collaborates with scholars based in United States and Brazil. H M Coyle's co-authors include Lymon C. Reese, James D. Murff, Jean Louis Briaud, William J. Berger, Jean‐Louis Briaud and R L Lytton and has published in prestigious journals such as Transportation Research Record Journal of the Transportation Research Board, Journal of Geotechnical Engineering and Journal of the Geotechnical Engineering Division.

In The Last Decade

H M Coyle

36 papers receiving 553 citations

Hit Papers

align trajectories

What are hit papers?

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.

Load Transfer for Axially Loaded Piles in Clay

1966 329 citations H M Coyle, Lymon C. Reese Journal of the Soil Mechanics and Foundations Division profile →

Peers — A (Enhanced Table)

Peers by citation overlap · career bar shows stage (early→late) cites · hero ref

Name	h						Papers	Cites
H M Coyle United States	9	621	171	40	35	33	40	652
J-F Corte United Kingdom	4	392 0.6×	58 0.3×	25 0.6×	5 0.1×	36 1.1×	7	408
Sakuro Murayama Japan	8	250 0.4×	106 0.6×	40 1.0×	4 0.1×	12 0.4×	28	290
Emilios M. Comodromos Greece	14	603 1.0×	235 1.4×	34 0.8×	36 1.0×	18 0.5×	23	626
Aleksandar B. Vesić United States	4	334 0.5×	152 0.9×	39 1.0×	4 0.1×	36 1.1×	6	362
V. A. Norris United Kingdom	5	434 0.7×	76 0.4×	105 2.6×	3 0.1×	71 2.2×	7	511
Takaaki Kagawa United States	13	703 1.1×	93 0.5×	40 1.0×	5 0.1×	30 0.9×	27	742
Jingpei Li China	12	314 0.5×	71 0.4×	36 0.9×	16 0.5×	18 0.5×	39	362
Giuseppe Mortara Italy	11	425 0.7×	48 0.3×	77 1.9×	17 0.5×	33 1.0×	20	471
J.M.E. Audibert United States	11	355 0.6×	67 0.4×	14 0.3×	4 0.1×	48 1.5×	36	407

Countries citing papers authored by H M Coyle

Since Specialization

Citations

This map shows the geographic impact of H M Coyle'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 H M Coyle with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites H M Coyle more than expected).

Fields of papers citing papers by H M Coyle

Since Specialization

Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by H M Coyle. 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 H M Coyle. The network helps show where H M Coyle may publish in the future.

Co-authorship network of co-authors of H M Coyle

This figure shows the co-authorship network connecting the top 25 collaborators of H M Coyle. A scholar is included among the top collaborators of H M Coyle 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 H M Coyle. H M Coyle is excluded from the visualization to improve readability, since they are connected to all nodes in the network.

All Works

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20 of 20 papers shown

1.

Briaud, Jean Louis, et al.. (1986). DEVELOPMENT OF AN IMPROVED PILE DESIGN PROCEDURE FOR SINGLE PILES IN CLAYS AND SANDS. 6 indexed citations

2.

Briaud, Jean‐Louis, et al.. (1986). DEVELOPMENT OF AN IMPROVED PILE DESIGN PROCEDURE FOR SINGLE PILES IN CLAYS AND SANDS. FINAL REPORT. 2 indexed citations

3.

Coyle, H M, et al.. (1986). Earth pressures on reinforced concrete box culverts. 4 indexed citations

4.

Briaud, Jean‐Louis, et al.. (1985). BEHAVIOR OF PILES AND PILE GROUPS IN COHESIONLESS SOILS. 6 indexed citations

5.

Coyle, H M, et al.. (1981). FIELD MEASUREMENTS OF EARTH PRESSURE ON A CANTILEVER RETAINING WALL. OakTrust (Texas A&M University Libraries). 81. 32342. 1 indexed citations

6.

Coyle, H M, et al.. (1981). New Design Correlations for Piles in Sand. Journal of the Geotechnical Engineering Division. 107(7). 965–986. 90 indexed citations

7.

Coyle, H M, et al.. (1980). PREDICTION OF SHEAR STRENGTH OF SAND BY USE OF DYNAMIC PENETRATION TESTS. Transportation Research Record Journal of the Transportation Research Board. 84(749). 349–67. 1 indexed citations

8.

Coyle, H M, et al.. (1978). FIELD TEST AND PRELIMINARY DESIGN METHOD FOR LATERALLY LOADED DRILLED SHAFTS IN CLAY. 3 indexed citations

9.

Coyle, H M, et al.. (1976). Earth Pressure on Precast Panel Retaining Wall. Journal of the Geotechnical Engineering Division. 102(5). 441–456. 9 indexed citations

10.

Coyle, H M, et al.. (1974). FIELD MEASUREMENTS OF LATERAL EARTH PRESSURES ON A CANTILEVER RETAINING WALL. Transportation Research Record Journal of the Transportation Research Board. 2 indexed citations

11.

Murff, James D. & H M Coyle. (1974). Closure to “Low Velocity Penetration of Kaolin Clay”. Journal of the Geotechnical Engineering Division. 100(8). 953–953. 1 indexed citations

12.

Coyle, H M, et al.. (1972). SOIL RESISTANCE PARAMETERS FOR WAVE EQUATION ANALYSIS. 7(4). 3 indexed citations

13.

Coyle, H M, et al.. (1971). Predicted Behavior of Axially Loaded Piles in Sand. Offshore Technology Conference. 1 indexed citations

14.

Coyle, H M, et al.. (1971). EVALUATION OF PRESSURE CELLS USED FOR FIELD MEASUREMENTS OF LATERAL EARTH PRESSURES ON RETAINING WALLS. 2 indexed citations

15.

Coyle, H M, et al.. (1970). PILE-DRIVING ANALYSIS BY ONE DIMENSIONAL WAVE THEORY: STATE OF THE ART. Highway Research Record. 4 indexed citations

16.

Coyle, H M, et al.. (1970). BEARING CAPACITY OF FOUNDATION PILES: STATE OF THE ART. Highway Research Record. 4 indexed citations

17.

Coyle, H M, et al.. (1970). WAVE EQUATION PREDICTION OF PILE BEARING CAPACITY COMPARED WITH FIELD TEST RESULTS. 1 indexed citations

18.

Coyle, H M, et al.. (1968). Soil damping constants related to common soil properties in sands and clays. OakTrust (Texas A&M University Libraries). 11 indexed citations

19.

Coyle, H M, et al.. (1967). Skin Friction for Steel Piles in Sand. Journal of the Soil Mechanics and Foundations Division. 93(6). 261–278. 72 indexed citations

20.

Coyle, H M & Lymon C. Reese. (1966). Load Transfer for Axially Loaded Piles in Clay. Journal of the Soil Mechanics and Foundations Division. 92(2). 1–26. 329 indexed citations breakdown →

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.

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