Armin W. Stuedlein

4.9k total citations · 2 hit papers
147 papers, 3.9k citations indexed

About

Armin W. Stuedlein is a scholar working on Civil and Structural Engineering, Safety, Risk, Reliability and Quality and Environmental Engineering. According to data from OpenAlex, Armin W. Stuedlein has authored 147 papers receiving a total of 3.9k indexed citations (citations by other indexed papers that have themselves been cited), including 140 papers in Civil and Structural Engineering, 53 papers in Safety, Risk, Reliability and Quality and 19 papers in Environmental Engineering. Recurrent topics in Armin W. Stuedlein's work include Geotechnical Engineering and Soil Stabilization (93 papers), Geotechnical Engineering and Underground Structures (93 papers) and Geotechnical Engineering and Soil Mechanics (82 papers). Armin W. Stuedlein is often cited by papers focused on Geotechnical Engineering and Soil Stabilization (93 papers), Geotechnical Engineering and Underground Structures (93 papers) and Geotechnical Engineering and Soil Mechanics (82 papers). Armin W. Stuedlein collaborates with scholars based in United States, China and Singapore. Armin W. Stuedlein's co-authors include Yang Xiao, T. Matthew Evans, Hanlong Liu, Robert D. Holtz, Hanlong Liu, Jian Chu, Xiang He, Taeho Bong, Peng Xiao and Pedro Arduino and has published in prestigious journals such as Géotechnique, Materials and Engineering Geology.

In The Last Decade

Armin W. Stuedlein

142 papers receiving 3.8k citations

Hit Papers

Liquefaction resistance of bio-cemented calcareous sand 2018 2026 2020 2023 2018 2018 100 200 300
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.

  1. Liquefaction resistance of bio-cemented calcareous sand
    2018 342 citations Hanlong Liu, Yang Xiao et al. Soil Dynamics and Earthquake Engineering profile →
  2. Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands
    2018 277 citations Yang Xiao, T. Matthew Evans et al. Journal of Geotechnical and Geoenvironmental Engineering profile →

Peers

Armin W. Stuedlein
T. Matthew Evans United States
Ross W. Boulanger United States
Stuart K. Haigh United Kingdom
Farshad Amini United States
Mohammed A. Gabr United States
Domenico Gallipoli United Kingdom
Md Rajibul Karim Australia
Giovanna Biscontin United States
Michael Tsesarsky Israel
Mitsu Okamura Japan
T. Matthew Evans United States
Armin W. Stuedlein
Citations per year, relative to Armin W. Stuedlein Armin W. Stuedlein (= 1×) peers T. Matthew Evans

Countries citing papers authored by Armin W. Stuedlein

Since Specialization
Citations

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

Fields of papers citing papers by Armin W. Stuedlein

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Armin W. Stuedlein. 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 Armin W. Stuedlein. The network helps show where Armin W. Stuedlein may publish in the future.

Co-authorship network of co-authors of Armin W. Stuedlein

This figure shows the co-authorship network connecting the top 25 collaborators of Armin W. Stuedlein. A scholar is included among the top collaborators of Armin W. Stuedlein 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 Armin W. Stuedlein. Armin W. Stuedlein 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.
Chen, Guoxing, Xiao Xing, Qi Wu, et al.. (2025). New paradigm for sand liquefaction under cyclic loadings. Engineering Geology. 351. 108041–108041. 2 indexed citations
2.
3.
Sancio, Rodolfo B., et al.. (2025). Next Generation Liquefaction Laboratory Database for Susceptibility and Cyclic Strength Assessment. eScholarship (California Digital Library). 238–247.
4.
Stuedlein, Armin W., et al.. (2024). Cyclic Resistance of Intact Fine-Grained Tailings: Observations Drawn Through Application of a Model Developed for Natural Silts. Japanese Geotechnical Society Special Publication. 10(37). 1395–1400. 1 indexed citations
5.
Arboleda-Monsalve, Luis G., et al.. (2024). Soil Arching Mechanisms Resulting from Excess Pore Pressure Dissipation Following Blast-Induced Liquefaction. Journal of Geotechnical and Geoenvironmental Engineering. 150(12). 1 indexed citations
6.
Hu, Jian, Yang Xiao, Jinquan Shi, Armin W. Stuedlein, & T. Matthew Evans. (2024). Small-strain shear modulus and liquefaction resistance of calcareous sand with non-plastic fines. Géotechnique. 75(10). 1239–1253. 6 indexed citations
7.
Coffman, Richard A., et al.. (2024). Design of Piles for Downdrag. National Academies Press eBooks. 1 indexed citations
8.
Xiao, Yang, et al.. (2023). Shear response of calcareous sand-steel snake skin-inspired interfaces. Acta Geotechnica. 19(3). 1517–1527. 12 indexed citations
9.
Montgomery, Jack, et al.. (2023). Uncertainty in Liquefaction-Induced Settlement in Numerical Simulations due to Model Calibration. 32. 296–306. 1 indexed citations
10.
Xiao, Yang, Qingyun Fang, Armin W. Stuedlein, & T. Matthew Evans. (2023). Effect of Particle Morphology on Strength of Glass Sands. International Journal of Geomechanics. 23(8). 28 indexed citations
11.
Chen, Yumin, et al.. (2023). Seismic Performance of Drained Piles in Layered Soils. Materials. 16(17). 5868–5868. 2 indexed citations
12.
Stuedlein, Armin W., Kevin W. Franke, R. D. Koehler, et al.. (2021). Geotechnical lessons from the M w 7.1 2018 Anchorage Alaska earthquake. Earthquake Spectra. 37(4). 2372–2399. 4 indexed citations
13.
Stuedlein, Armin W., et al.. (2021). Probabilistic Structural System Response to Differential Settlement Resulting from Spatially Variable Soil. Journal of Geotechnical and Geoenvironmental Engineering. 148(2). 4 indexed citations
14.
Stuedlein, Armin W., Taeho Bong, Jack Montgomery, Jianye Ching, & Kok‐Kwang Phoon. (2021). Effect of Densification on the Random Field Model Parameters of Liquefiable Soil and their Use in Estimating Spatially-Distributed Liquefaction-Induced Settlement. 6(4). 1–16. 2 indexed citations
15.
Stuedlein, Armin W., et al.. (2020). Cyclic Response of Loose Anisotropically Consolidated Calcareous Sand under Progressive Wave–Induced Elliptical Stress Paths. Journal of Geotechnical and Geoenvironmental Engineering. 146(12). 21 indexed citations
16.
Chen, Yumin, et al.. (2018). Performance of X-shaped and circular pile-improved ground subject to liquefaction-induced lateral spreading. Soil Dynamics and Earthquake Engineering. 109. 273–281. 20 indexed citations
17.
Li, Qiang, Armin W. Stuedlein, & André R. Barbosa. (2017). Torsional Load Transfer of Drilled Shaft Foundations. Journal of Geotechnical and Geoenvironmental Engineering. 143(8). 17 indexed citations
18.
Stuedlein, Armin W., et al.. (2016). Drained Timber Pile Ground Improvement for Liquefaction Mitigation. 1 indexed citations
19.
Stuedlein, Armin W., et al.. (2016). Time-Rate Variation of the Shear Wave Velocity (Site Stiffness) Following Blast-Induced Liquefaction. Geo-Chicago 2016. 904–913. 8 indexed citations
20.
Negussey, Dawit & Armin W. Stuedlein. (2003). GEOFOAM FILL PERFORMANCE MONITORING. 8 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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