T. Cameron Kenney

2.2k total citations · 1 hit paper
34 papers, 1.7k citations indexed

About

T. Cameron Kenney is a scholar working on Civil and Structural Engineering, Management, Monitoring, Policy and Law and Safety, Risk, Reliability and Quality. According to data from OpenAlex, T. Cameron Kenney has authored 34 papers receiving a total of 1.7k indexed citations (citations by other indexed papers that have themselves been cited), including 26 papers in Civil and Structural Engineering, 12 papers in Management, Monitoring, Policy and Law and 11 papers in Safety, Risk, Reliability and Quality. Recurrent topics in T. Cameron Kenney's work include Soil and Unsaturated Flow (12 papers), Landslides and related hazards (12 papers) and Geotechnical Engineering and Analysis (11 papers). T. Cameron Kenney is often cited by papers focused on Soil and Unsaturated Flow (12 papers), Landslides and related hazards (12 papers) and Geotechnical Engineering and Analysis (11 papers). T. Cameron Kenney collaborates with scholars based in Norway, Canada and Netherlands. T. Cameron Kenney's co-authors include Dennis H. Lau, Goodluck I. Ofoegbu, R. S. Chahal, Lars Bjerrum, Laurits Bjerrum, Buddhima Indraratna and Lakshmi N. Reddi and has published in prestigious journals such as Géotechnique, Journal of Geotechnical and Geoenvironmental Engineering and Canadian Geotechnical Journal.

In The Last Decade

T. Cameron Kenney

30 papers receiving 1.5k 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.

Internal stability of granular filters

1985 550 citations T. Cameron Kenney, Dennis H. Lau Canadian Geotechnical Journal profile →

Peers

T. Cameron Kenney

CSE

SRRQ

MMPL

ECOLO

EE

R. J. Fannin Canada

James L. Sherard United States

T. William Lambe United States

Y. P. Vaid Canada

Charles C. Ladd United States

Kandiah Arulanandan United States

John H. Schmertmann United States

Vinod K. Garga Canada

William N. Houston United States

R A Widger

R. J. Fannin Canada

T. Cameron Kenney

1.9k ×1.3

CSE

451 ×1.1

SRRQ

719 ×1.9

MMPL

437 ×1.7

ECOLO

204 ×0.9

EE

Citations per year, relative to T. Cameron Kenney T. Cameron Kenney (= 1×) peers R. J. Fannin

Countries citing papers authored by T. Cameron Kenney

Since Specialization

Citations

This map shows the geographic impact of T. Cameron Kenney'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 T. Cameron Kenney with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites T. Cameron Kenney more than expected).

Fields of papers citing papers by T. Cameron Kenney

Since Specialization

Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by T. Cameron Kenney. 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 T. Cameron Kenney. The network helps show where T. Cameron Kenney may publish in the future.

Co-authorship network of co-authors of T. Cameron Kenney

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

All Works

Sort: Min cites: Since: Top N: Style:

20 of 20 papers shown

1.

Kenney, T. Cameron, et al.. (2024). The impact of student satisfaction and sense of belongingness on academic success and performance in undergraduate science majors. 14(2). 90–114.

2.

Kenney, T. Cameron, et al.. (1992). Hydraulic conductivity of compacted bentonite–sand mixtures. Canadian Geotechnical Journal. 29(3). 364–374. 203 indexed citations

3.

Kenney, T. Cameron. (1987). The Vaiont Slide, a geotechnical analysis based on new geologic observations of the failure surface: Book review. Canadian Geotechnical Journal. 24(1). 187–188. 1 indexed citations

4.

Kenney, T. Cameron & Dennis H. Lau. (1986). Internal stability of granular filters: Reply. Canadian Geotechnical Journal. 23(3). 420–423. 187 indexed citations

5.

Kenney, T. Cameron & Dennis H. Lau. (1985). Internal stability of granular filters. Canadian Geotechnical Journal. 22(2). 215–225. 550 indexed citations breakdown →

6.

Kenney, T. Cameron, et al.. (1985). Controlling constriction sizes of granular filters. Canadian Geotechnical Journal. 22(1). 32–43. 194 indexed citations

7.

Kenney, T. Cameron, et al.. (1984). Horizontal drains to stabilize clay slopes. Canadian Geotechnical Journal. 21(2). 241–249. 24 indexed citations

8.

Kenney, T. Cameron, et al.. (1983). Methods of improving the performance of drilled piers in weak rock. Canadian Geotechnical Journal. 20(4). 758–772. 96 indexed citations

9.

Kenney, T. Cameron, et al.. (1980). Shaft Resistance of Rock-Socketed Drilled Piers. 182–214. 69 indexed citations

10.

Kenney, T. Cameron, et al.. (1977). Design of Horizontal Drains for Soil Slopes. Journal of the Geotechnical Engineering Division. 103(11). 1311–1323. 18 indexed citations

11.

Kenney, T. Cameron, et al.. (1974). Critical Period for Stability of an Excavated Slope in Clay Soil. Canadian Geotechnical Journal. 11(4). 620–623. 5 indexed citations

12.

Kenney, T. Cameron, et al.. (1973). Case record of the slope failure that initiated the retrogressive quick-clay landslide at Ullensaker, Norway. Géotechnique. 23(1). 33–47. 8 indexed citations

13.

Kenney, T. Cameron, et al.. (1973). Field Investigation of Permeability Ratio of New Liskeard Varved Soil. Canadian Geotechnical Journal. 10(3). 473–488. 12 indexed citations

14.

Kenney, T. Cameron, et al.. (1973). Laboratory Investigation of Permeability Ratio of New Liskeard Varved Soil. Canadian Geotechnical Journal. 10(3). 453–472. 37 indexed citations

15.

Kenney, T. Cameron. (1972). Stress–Strain Behaviour of Soils: Book Review. Canadian Geotechnical Journal. 9(4). 523–524. 2 indexed citations

16.

Bjerrum, Laurits, et al.. (1965). Measuring Instruments for Strutted Excavations. Journal of the Soil Mechanics and Foundations Division. 91(1). 111–141. 2 indexed citations

17.

Kenney, T. Cameron. (1964). Pore Pressures and Bearing Capacity of Layered Clays. Journal of the Soil Mechanics and Foundations Division. 90(4). 27–55. 2 indexed citations

18.

Kenney, T. Cameron. (1963). Permeability Ratio of Repeatedly Layered Soils. Géotechnique. 13(4). 325–333. 9 indexed citations

19.

Kenney, T. Cameron. (1963). Stability of Cuts in Soft Soils. Journal of the Soil Mechanics and Foundations Division. 89(5). 17–37. 1 indexed citations

20.

Kenney, T. Cameron. (1959). Discussion of “Geotechnical Properties of Glacial Lake Clays”. Journal of the Soil Mechanics and Foundations Division. 85(3). 67–79. 55 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.

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