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Armin W. Stuedlein, Ph.D. - Publications

Affiliations: 
2008 University of Washington, Seattle, Seattle, WA 
Area:
Civil Engineering, Geotechnology
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55 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
2023 Yang Y, Xin G, Chen Y, Stuedlein AW, Wang C. Seismic Performance of Drained Piles in Layered Soils. Materials (Basel, Switzerland). 16. PMID 37687560 DOI: 10.3390/ma16175868  0.307
2020 Wang Z, Ma J, Gao H, Stuedlein AW, He J, Wang B. Unified thixotropic fluid model for soil liquefaction Geotechnique. 70: 849-862. DOI: 10.1680/Jgeot.17.P.300  0.408
2020 Rauthause MP, Stuedlein AW, Olsen MJ. Quantification of Surface Roughness Using Laser Scanning with Application to the Frictional Resistance of Sand-Timber Pile Interfaces Geotechnical Testing Journal. 43: 20180384. DOI: 10.1520/Gtj20180384  0.363
2020 Mahvelati S, Coe JT, Stuedlein AW, Asabere P, Gianella T, Kordjazi A. Recovery of Small-Strain Stiffness Following Blast-Induced Liquefaction Based on Shear Wave Velocity Measurements Canadian Geotechnical Journal. DOI: 10.1139/Cgj-2019-0658  0.348
2020 Bong T, Stuedlein AW, Martin J, Kim B. Bearing capacity of spread footings on aggregate pier–reinforced clay: updates and stress concentration Canadian Geotechnical Journal. 57: 717-727. DOI: 10.1139/Cgj-2019-0026  0.377
2020 Stuedlein AW, Saye SR, Kumm BP. SHANSEP-Based Side Resistance of Driven Pipe Piles in Plastic Soils: Revision and LRFD Calibration Journal of Geotechnical and Geoenvironmental Engineering. 146: 6020010. DOI: 10.1061/(Asce)Gt.1943-5606.0002319  0.378
2020 Xiao Y, Desai CS, Daouadji A, Stuedlein AW, Liu H, Abuel-Naga H. Grain crushing in geoscience materials–Key issues on crushing response, measurement and modeling: Review and preface Geoscience Frontiers. 11: 363-374. DOI: 10.1016/J.Gsf.2019.11.006  0.379
2019 Gao HM, Li X, Wang ZH, Stuedlein AW, Wang Y. Dynamic shear modulus and damping of expanded polystyrene composite soils at low strains Geosynthetics International. 26: 436-450. DOI: 10.1680/Jgein.19.00029  0.351
2019 Liu L, Liu H, Stuedlein AW, Evans TM, Xiao Y. Strength, stiffness, and microstructure characteristics of biocemented calcareous sand Canadian Geotechnical Journal. 56: 1502-1513. DOI: 10.1139/Cgj-2018-0007  0.37
2019 Xiao Y, Stuedlein AW, Ran J, Evans TM, Cheng L, Liu H, Paassen LAv, Chu J. Effect of Particle Shape on Strength and Stiffness of Biocemented Glass Beads Journal of Geotechnical and Geoenvironmental Engineering. 145: 6019016. DOI: 10.1061/(Asce)Gt.1943-5606.0002165  0.301
2019 Li Q, Stuedlein AW, Marinucci A. Effect of Casing and High-Strength Reinforcement on the Lateral Load Transfer Characteristics of Drilled Shaft Foundations Journal of Geotechnical and Geoenvironmental Engineering. 145: 4019056. DOI: 10.1061/(Asce)Gt.1943-5606.0002116  0.385
2019 Xiao Y, He X, Evans TM, Stuedlein AW, Liu H. Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber–Reinforced Biocemented Sand Journal of Geotechnical and Geoenvironmental Engineering. 145: 4019048. DOI: 10.1061/(Asce)Gt.1943-5606.0002108  0.309
2019 Li Q, Stuedlein AW, Barbosa AR. Role of Torsional Shear in Combined Loading of Drilled Shaft Foundations Journal of Geotechnical and Geoenvironmental Engineering. 145: 6019001. DOI: 10.1061/(Asce)Gt.1943-5606.0002039  0.388
2019 Ching J, Phoon K, Stuedlein AW, Jaksa M. Identification of sample path smoothness in soil spatial variability Structural Safety. 81: 101870. DOI: 10.1016/J.Strusafe.2019.101870  0.328
2019 Li W, Stuedlein AW, Chen Y, Liu H, Cheng Z. Response of pile groups with X and circular cross-sections subject to lateral spreading: 3D numerical simulations Soil Dynamics and Earthquake Engineering. 126: 105774. DOI: 10.1016/J.Soildyn.2019.105774  0.403
2018 Li Q, Stuedlein AW. Simulation of Torsionally Loaded Deep Foundations Considering State-Dependent Load Transfer Journal of Geotechnical and Geoenvironmental Engineering. 144: 4018053. DOI: 10.1061/(Asce)Gt.1943-5606.0001930  0.4
2018 Bong T, Stuedlein AW. Effect of Cone Penetration Conditioning on Random Field Model Parameters and Impact of Spatial Variability on Liquefaction-Induced Differential Settlements Journal of Geotechnical and Geoenvironmental Engineering. 144: 4018018. DOI: 10.1061/(Asce)Gt.1943-5606.0001863  0.318
2018 Li W, Chen Y, Stuedlein AW, Liu H, Zhang X, Yang Y. Performance of X-shaped and circular pile-improved ground subject to liquefaction-induced lateral spreading Soil Dynamics and Earthquake Engineering. 109: 273-281. DOI: 10.1016/J.Soildyn.2018.03.022  0.371
2018 Xiao P, Liu H, Xiao Y, Stuedlein AW, Evans TM. Liquefaction resistance of bio-cemented calcareous sand Soil Dynamics and Earthquake Engineering. 107: 9-19. DOI: 10.1016/J.Soildyn.2018.01.008  0.394
2018 Bong T, Stuedlein AW. Efficient methodology for probabilistic analysis of consolidation considering spatial variability Engineering Geology. 237: 53-63. DOI: 10.1016/J.Enggeo.2018.02.009  0.353
2017 Reddy SC, Stuedlein AW. Serviceability Limit State Reliability-Based Design Of Augered Cast-In-Place Piles In Granular Soils Canadian Geotechnical Journal. 54: 1704-1715. DOI: 10.1139/Cgj-2016-0146  0.472
2017 Reddy SC, Stuedlein AW. Ultimate Limit State Reliability-Based Design Of Augered Cast-In-Place Piles Considering Lower-Bound Capacities Canadian Geotechnical Journal. 54: 1693-1703. DOI: 10.1139/Cgj-2016-0145  0.428
2017 Li Q, Stuedlein AW, Marinucci A. Axial load transfer of drilled shaft foundations with and without steel casing Dfi Journal: the Journal of the Deep Foundations Institute. 11: 13-29. DOI: 10.1080/19375247.2017.1403074  0.441
2017 Gianella TN, Stuedlein AW. Performance of Driven Displacement Pile–Improved Ground in Controlled Blasting Field Tests Journal of Geotechnical and Geoenvironmental Engineering. 143: 4017047. DOI: 10.1061/(Asce)Gt.1943-5606.0001731  0.355
2017 Li Q, Stuedlein AW, Barbosa AR. Torsional Load Transfer of Drilled Shaft Foundations Journal of Geotechnical and Geoenvironmental Engineering. 143: 4017036. DOI: 10.1061/(Asce)Gt.1943-5606.0001701  0.386
2017 Stuedlein AW, Gianella TN. Effects of Driving Sequence and Spacing on Displacement-Pile Capacity Journal of Geotechnical and Geoenvironmental Engineering. 143: 6016026. DOI: 10.1061/(Asce)Gt.1943-5606.0001618  0.414
2016 Choi Y, Lee M, Nam MS, Kim T, Stuedlein AW. Development and Implementation of a High-Pressure, Double-Acting, Bi-Directional Loading Cell for Drilled Shafts Geotechnical Testing Journal. 39: 20140166. DOI: 10.1520/Gtj20140166  0.417
2016 Huffman JC, Martin JP, Stuedlein AW. Calibration and assessment of reliability-based serviceability limit state procedures for foundation engineering Georisk. 1-14. DOI: 10.1080/17499518.2016.1183797  0.391
2016 Kraupa TJ, Stuedlein AW, Mason HB, Higgins CC. Engineered Ecoroof Systems: Geotechnical Considerations Journal of Infrastructure Systems. 22: 4016015. DOI: 10.1061/(Asce)Is.1943-555X.0000302  0.389
2016 Stuedlein AW, Gianella TN, Canivan G. Densification of Granular Soils Using Conventional and Drained Timber Displacement Piles Journal of Geotechnical and Geoenvironmental Engineering. 142: 4016075. DOI: 10.1061/(Asce)Gt.1943-5606.0001554  0.457
2016 Strahler AW, Walters JJ, Stuedlein AW. Frictional Resistance of Closely Spaced Steel Reinforcement Strips Used in MSE Walls Journal of Geotechnical and Geoenvironmental Engineering. 142: 4016030. DOI: 10.1061/(Asce)Gt.1943-5606.0001492  0.428
2016 Strahler A, Stuedlein AW, Arduino PW. Stress-strain response and dilatancy of sandy gravel in triaxial compression and plane strain Journal of Geotechnical and Geoenvironmental Engineering. 142. DOI: 10.1061/(Asce)Gt.1943-5606.0001435  0.371
2015 Stuedlein AW, Reddy SC, Evans TM. Closure to the discussion of 'interpretation of augered cast-in-place pile capacity using static loading tests' Dfi Journal. 9: 77-79. DOI: 10.1179/1937525515Y.0000000006  0.432
2015 Meskele T, Stuedlein AW. Static Soil Resistance to Pipe Ramming in Granular Soils Journal of Geotechnical and Geoenvironmental Engineering. 141: 4014108. DOI: 10.1061/(Asce)Gt.1943-5606.0001237  0.404
2015 Meskele T, Stuedlein AW. Drivability Analyses for Pipe-Ramming Installations Journal of Geotechnical and Geoenvironmental Engineering. 141: 4014107. DOI: 10.1061/(Asce)Gt.1943-5606.0001232  0.351
2015 Huffman JC, Strahler AW, Stuedlein AW. Reliability-based serviceability limit state design for immediate settlement of spread footings on clay Soils and Foundations. 55: 798-812. DOI: 10.1016/J.Sandf.2015.06.012  0.462
2014 Stuedlein AW, Reddy SC, Evans TM. Interpretation of augered cast in place pile capacity using static loading tests Dfi Journal: the Journal of the Deep Foundations Institute. 8: 39-47. DOI: 10.1179/1937525514Y.0000000003  0.457
2014 Stuedlein AW, Uzielli M. Serviceability limit state design for uplift of helical anchors in clay Geomechanics and Geoengineering. 9: 173-186. DOI: 10.1080/17486025.2013.857049  0.476
2014 Huffman JC, Stuedlein AW. Reliability-Based Serviceability Limit State Design of Spread Footings on Aggregate Pier Reinforced Clay Journal of Geotechnical and Geoenvironmental Engineering. 140: 4014055-4014055. DOI: 10.1061/(Asce)Gt.1943-5606.0001156  0.447
2014 Stuedlein AW, Holtz RD. Displacement of Spread Footings on Aggregate Pier Reinforced Clay Journal of Geotechnical and Geoenvironmental Engineering. 140: 36-45. DOI: 10.1061/(Asce)Gt.1943-5606.0000982  0.724
2014 Meskele T, Stuedlein AW. Analysis of a 610-mm-Diameter Pipe Installed Using Pipe Ramming Journal of Performance of Constructed Facilities. 28: 4014009. DOI: 10.1061/(Asce)Cf.1943-5509.0000463  0.387
2013 Stuedlein AW, Reddy SC. Factors Affecting the Reliability of Augered Cast-In-Place Piles in Granular Soils at the Serviceability Limit State (DFI 2013 Young Professor Paper Competition Winner) Dfi Journal: the Journal of the Deep Foundations Institute. 7: 46-57. DOI: 10.1179/Dfi.2013.7.2.004  0.463
2013 Reddy SC, Stuedlein AW. Accuracy and reliability-based region-specific recalibration of dynamic pile formulas Georisk: Assessment and Management of Risk For Engineered Systems and Geohazards. 7: 163-183. DOI: 10.1080/17499518.2013.779833  0.366
2013 Stuedlein AW, Negussey D. Use of EPS Geofoam for Support of a Bridge Geotechnical Special Publication. 333-344. DOI: 10.1061/9780784412770.022  0.423
2013 Stuedlein AW, Holtz RD. Bearing Capacity of Spread Footings on Aggregate Pier Reinforced Clay Journal of Geotechnical and Geoenvironmental Engineering. 139: 49-58. DOI: 10.1061/(Asce)Gt.1943-5606.0000748  0.728
2013 Stuedlein AW, Holtz RD. Discussion of the Paper: A State-of-the-Art Review of Stone/Sand-Column Reinforced Clay Systems by Shadi S. Najjar Geotechnical and Geological Engineering. 31: 1617-1619. DOI: 10.1007/S10706-013-9681-Z  0.647
2012 Stuedlein AW, Meskele T. Preliminary Design and Engineering of Pipe Ramming Installations Journal of Pipeline Systems Engineering and Practice. 3: 125-134. DOI: 10.1061/(Asce)Ps.1949-1204.0000107  0.404
2012 Stuedlein AW, Kramer SL, Arduino P, Holtz RD. Geotechnical characterization and random field modeling of desiccated clay Journal of Geotechnical and Geoenvironmental Engineering. 138: 1301-1313. DOI: 10.1061/(Asce)Gt.1943-5606.0000723  0.698
2012 Stuedlein AW, Kramer SL, Arduino P, Holtz RD. Reliability of spread footing performance in desiccated clay Journal of Geotechnical and Geoenvironmental Engineering. 138: 1314-1325. DOI: 10.1061/(Asce)Gt.1943-5606.0000706  0.707
2012 Stuedlein AW, Holtz RD. Analysis of Footing Load Tests on Aggregate Pier Reinforced Clay Journal of Geotechnical and Geoenvironmental Engineering. 138: 1091-1103. DOI: 10.1061/(Asce)Gt.1943-5606.0000677  0.719
2012 Stuedlein AW, Neely WJ, Gurtowski TM. Reliability-Based Design of Augered Cast-in-Place Piles in Granular Soils Journal of Geotechnical and Geoenvironmental Engineering. 138: 709-717. DOI: 10.1061/(Asce)Gt.1943-5606.0000635  0.45
2012 Stuedlein AW, Allen TM, Holtz RD, Christopher BR. Assessment of Reinforcement Strains in Very Tall Mechanically Stabilized Earth Walls Journal of Geotechnical and Geoenvironmental Engineering. 138: 345-356. DOI: 10.1061/(Asce)Gt.1943-5606.0000586  0.404
2010 Stuedlein AW. Shear-Wave Velocity Correlations for Puyallup River Alluvium Journal of Geotechnical and Geoenvironmental Engineering. 136: 1298-1304. DOI: 10.1061/(Asce)Gt.1943-5606.0000342  0.305
2010 Stuedlein AW, Bailey M, Lindquist D, Sankey J, Neely WJ. Design and Performance of a 46-m-High MSE Wall Journal of Geotechnical and Geoenvironmental Engineering. 136: 786-796. DOI: 10.1061/(Asce)Gt.1943-5606.0000294  0.329
2008 Farnsworth CB, Bartlett SF, Negussey D, Stuedlein AW. Rapid construction and settlement behavior of embankment systems on soft foundation soils Journal of Geotechnical and Geoenvironmental Engineering. 134: 289-301. DOI: 10.1061/(Asce)1090-0241(2008)134:3(289)  0.369
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