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

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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.

Liquefaction resistance of bio-cemented calcareous sand

2018 342 citations Hanlong Liu, Yang Xiao et al. Soil Dynamics and Earthquake Engineering profile →
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

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

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20 of 20 papers shown

#	Title	Journal	Authors	Indexed citations
1	New paradigm for sand liquefaction under cyclic loadings	Engineering Geology	Guoxing Chen, Xiao Xing et al.	2
2	CPT-Based Assessment of Preliminary Soil Classification, Stress History, and Monotonic and Cyclic Strength of Transitional Silts		Armin W. Stuedlein et al.	1
3	Next Generation Liquefaction Laboratory Database for Susceptibility and Cyclic Strength Assessment	eScholarship (California Digital Library)	Rodolfo B. Sancio, Scott J. Brandenberg et al.	0
4	Cyclic Resistance of Intact Fine-Grained Tailings: Observations Drawn Through Application of a Model Developed for Natural Silts	Japanese Geotechnical Society Special Publication	Armin W. Stuedlein et al.	1
5	Soil Arching Mechanisms Resulting from Excess Pore Pressure Dissipation Following Blast-Induced Liquefaction	Journal of Geotechnical and Geoenvironmental Engineering	Luis G. Arboleda-Monsalve, Armin W. Stuedlein et al.	1
6	Small-strain shear modulus and liquefaction resistance of calcareous sand with non-plastic fines	Géotechnique	Jian Hu, Yang Xiao et al.	6
7	Design of Piles for Downdrag	National Academies Press eBooks	Richard A. Coffman, Armin W. Stuedlein et al.	1
8	Shear response of calcareous sand-steel snake skin-inspired interfaces	Acta Geotechnica	Yang Xiao, Jinquan Shi et al.	12
9	Uncertainty in Liquefaction-Induced Settlement in Numerical Simulations due to Model Calibration		Jack Montgomery, Armin W. Stuedlein et al.	1
10	Effect of Particle Morphology on Strength of Glass Sands	International Journal of Geomechanics	Yang Xiao, Qingyun Fang et al.	28
11	Seismic Performance of Drained Piles in Layered Soils	Materials	Yumin Chen, Armin W. Stuedlein et al.	2
12	Geotechnical lessons from the M _w 7.1 2018 Anchorage Alaska earthquake	Earthquake Spectra	Armin W. Stuedlein, Kevin W. Franke et al.	4
13	Probabilistic Structural System Response to Differential Settlement Resulting from Spatially Variable Soil	Journal of Geotechnical and Geoenvironmental Engineering	Armin W. Stuedlein, André R. Barbosa et al.	4
14	Effect of Densification on the Random Field Model Parameters of Liquefiable Soil and their Use in Estimating Spatially-Distributed Liquefaction-Induced Settlement		Armin W. Stuedlein, Taeho Bong et al.	2
15	Cyclic Response of Loose Anisotropically Consolidated Calcareous Sand under Progressive Wave–Induced Elliptical Stress Paths	Journal of Geotechnical and Geoenvironmental Engineering	Armin W. Stuedlein, Yumin Chen et al.	21
16	Performance of X-shaped and circular pile-improved ground subject to liquefaction-induced lateral spreading	Soil Dynamics and Earthquake Engineering	Yumin Chen, Armin W. Stuedlein et al.	20
17	Torsional Load Transfer of Drilled Shaft Foundations	Journal of Geotechnical and Geoenvironmental Engineering	Qiang Li, Armin W. Stuedlein et al.	17
18	Drained Timber Pile Ground Improvement for Liquefaction Mitigation		Armin W. Stuedlein et al.	1
19	Time-Rate Variation of the Shear Wave Velocity (Site Stiffness) Following Blast-Induced Liquefaction	Geo-Chicago 2016	Armin W. Stuedlein et al.	8
20	GEOFOAM FILL PERFORMANCE MONITORING		Dawit Negussey, Armin W. Stuedlein	8

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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