Barry Lehane

6.2k total citations
205 papers, 4.4k citations indexed

About

Barry Lehane is a scholar working on Civil and Structural Engineering, Safety, Risk, Reliability and Quality and Mechanics of Materials. According to data from OpenAlex, Barry Lehane has authored 205 papers receiving a total of 4.4k indexed citations (citations by other indexed papers that have themselves been cited), including 190 papers in Civil and Structural Engineering, 38 papers in Safety, Risk, Reliability and Quality and 13 papers in Mechanics of Materials. Recurrent topics in Barry Lehane's work include Geotechnical Engineering and Soil Mechanics (140 papers), Geotechnical Engineering and Underground Structures (115 papers) and Geotechnical Engineering and Soil Stabilization (104 papers). Barry Lehane is often cited by papers focused on Geotechnical Engineering and Soil Mechanics (140 papers), Geotechnical Engineering and Underground Structures (115 papers) and Geotechnical Engineering and Soil Stabilization (104 papers). Barry Lehane collaborates with scholars based in Australia, Russia and United Kingdom. Barry Lehane's co-authors include R. J. Jardine, David White, Kenneth Gavin, James A. Schneider, Mark Randolph, Guowei Ma, Yimiao Huang, Wei Dong, Christophe Gaudin and A. J. Bond and has published in prestigious journals such as Construction and Building Materials, Géotechnique and Automation in Construction.

In The Last Decade

Barry Lehane

190 papers receiving 4.1k citations

Author Peers

Peers are selected by citation overlap in the author's most active subfields. citations · hero ref

Author Last Decade Papers Cites
Barry Lehane 4.0k 778 248 233 231 205 4.4k
Guoxing Chen 3.5k 0.9× 814 1.0× 251 1.0× 268 1.2× 165 0.7× 235 4.0k
Xuanming Ding 3.9k 1.0× 628 0.8× 525 2.1× 288 1.2× 395 1.7× 222 4.5k
Lidija Zdravković 3.9k 1.0× 1.1k 1.4× 478 1.9× 177 0.8× 315 1.4× 132 4.4k
Mark B. Jaksa 2.7k 0.7× 1.6k 2.0× 302 1.2× 248 1.1× 285 1.2× 138 3.4k
Braja M. Das 5.6k 1.4× 2.2k 2.9× 297 1.2× 203 0.9× 397 1.7× 167 6.3k
Ross W. Boulanger 6.9k 1.7× 857 1.1× 155 0.6× 177 0.8× 77 0.3× 192 7.1k
Honglei Sun 1.6k 0.4× 301 0.4× 298 1.2× 177 0.8× 455 2.0× 153 2.2k
Ali Noorzad 1.6k 0.4× 415 0.5× 251 1.0× 91 0.4× 125 0.5× 125 2.0k
Yang Huang 2.1k 0.5× 250 0.3× 213 0.9× 281 1.2× 486 2.1× 74 2.6k
Dong Su 1.5k 0.4× 557 0.7× 262 1.1× 128 0.5× 170 0.7× 149 2.0k

Countries citing papers authored by Barry Lehane

Since Specialization
Citations

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

Fields of papers citing papers by Barry Lehane

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Barry Lehane. 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 Barry Lehane. The network helps show where Barry Lehane may publish in the future.

Co-authorship network of co-authors of Barry Lehane

This figure shows the co-authorship network connecting the top 25 collaborators of Barry Lehane. A scholar is included among the top collaborators of Barry Lehane 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 Barry Lehane. Barry Lehane 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
2.
Liu, Bo, Jianfeng Xue, Barry Lehane, & Zhen‐Yu Yin. (2024). Micromechanical investigation of the aging mechanism in sand. Computers and Geotechnics. 175. 106710–106710. 2 indexed citations
3.
Lehane, Barry, et al.. (2024). A new grouting procedure to enhance axial response of helical piles in sand. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 178(5). 525–533.
4.
Lehane, Barry, et al.. (2024). Ageing of pile shaft friction in medium plasticity clay. UWA Profiles and Research Repository (UWA). 994–999.
5.
O’Loughlin, Conleth, et al.. (2023). The Effect of Two-Way Pressure Cyclic Installation on the Tensile Capacity of Suction Caissons in Sand - Part III. UWA Profiles and Research Repository (UWA). 2 indexed citations
6.
Wang, Huan, et al.. (2023). Lateral behavior of monopiles in sand under monotonic loading: Insights and a new simple design model. Ocean Engineering. 277. 114334–114334. 16 indexed citations
7.
Lehane, Barry, et al.. (2023). A 3D image-based method to measure soil stiffness in triaxial tests. Acta Geotechnica. 19(2). 651–668. 2 indexed citations
8.
Lehane, Barry, et al.. (2022). Non-Destructive Evaluation of Mortar with Ground Granulated Blast Furnace Slag Blended Cement Using Ultrasonic Pulse Velocity. Materials. 15(19). 6957–6957. 12 indexed citations
9.
Randolph, Mark, Liang Cheng, Barry Lehane, et al.. (2021). Impact from symbiotic collaboration between industry and academia in offshore geotechnics. UWA Profiles and Research Repository (University of Western Australia). 56(2). 29–47. 1 indexed citations
10.
Dong, Wei, Yimiao Huang, Barry Lehane, Farhad Aslani, & Guowei Ma. (2020). Mechanical and electrical properties of concrete incorporating an iron-particle contained nano-graphite by-product. Construction and Building Materials. 270. 121377–121377. 34 indexed citations
11.
Lehane, Barry, et al.. (2019). Influence of installation method on static lateral response of displacement piles in sand. Géotechnique Letters. 9(3). 193–197. 19 indexed citations
12.
Guo, Fumin & Barry Lehane. (2016). Lateral response of piles in weak calcareous sandstone. Canadian Geotechnical Journal. 53(9). 1424–1434. 11 indexed citations
13.
Amoroso, Sara, et al.. (2014). Examination of the Potential of the Seismic Dilatometer (SDMT) to Estimate In Situ Stiffness Decay Curves in Various Soil Types. Soils and Rocks. 37(3). 177–194. 15 indexed citations
14.
Lehane, Barry, et al.. (2009). Modelling the Installation of Stiffened Caissons in Overconsolidated Clay. 119–126. 17 indexed citations
15.
Clutterbuck, David, et al.. (2008). Quantifying the strength of 40 year old lattice towers and pyramid foundations. UWA Profiles and Research Repository (UWA). 1 indexed citations
16.
Lehane, Barry, et al.. (2007). Mechanisms affecting the prediction of axial pile capacity in sands. Cambridge University Engineering Department Publications Database. 1 indexed citations
17.
Ramsey, Nick F., R. J. Jardine, Barry Lehane, & Andrew Ridley. (1998). A review of soil-steel interface testing with the ring shear apparatus. UWA Profiles and Research Repository (UWA). 53(7). 720–7. 20 indexed citations
18.
Lehane, Barry, et al.. (1996). Soil structure interaction analysis of integral bridge abutments. 459–466.
19.
Jardine, R. J. & Barry Lehane. (1993). Research into the behaviour of offshore piles: Field experiments in sand and clay. UWA Profiles and Research Repository (University of Western Australia). 1 indexed citations
20.
Lehane, Barry, et al.. (1992). The behaviour of a displacement pile in Bothkennar clay. Canadian Geotechnical Journal. 421–435. 3 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.

Explore authors with similar magnitude of impact

Rankless by CCL
2026