Publications

Peer-Reviewed Journal Publications

102. Hu, J., Xiao, Y., Shi, J., Stuedlein, A.W., Evans, T.M. (2024). “Small-Strain Shear Modulus and Liquefaction Resistance of Calcareous Sand with Non-Plastic Fines.” Geotechnique, Vol. TBD, No. TBD, pp TBD.

101. Dadashiserej, A., Jana, A., Stuedlein, A.W., Evans, T.M. (2024). “Cyclic Resistance Models for Transitional Silts with Application to Subduction Zone Earthquakes.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 150, No. 2, 04023135.

100. Xiao, Y., Cui, H., Shui, J., Qiao, W., Stuedlein, A.W. (2023). "Shear Response of Calcareous Sand-Steel Snake Skin-Inspired Interfaces." Acta Geotechnica, Vol. 19, pp. 1517–1527.

99. Basu, D., Montgomery, J., and Stuedlein, A.W. (2023). “Post-Liquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 150, No. 3., 04024001.

98. Dadashiserej, A., Jana, A., Xu, Z., Stuedlein, A.W., Evans, T.M., Stokoe II, K.H., Cox, B.R. (2023). “Dynamic Response of a Low Plasticity Silt Deposit: Comparison of In-situ and Laboratory Responses.” Canadian Geotechnical Journal, Vol. TBD, No. TBD, In Press.

97. Gao, H.M., Sun, J., Stuedlein, A.W., Li, S., Wang, Z., Liu, L., Zhang, X. (2024). "Flowability of Saturated Sands under Cyclic Loading and the Viscous Fluid Flow Failure Criterion for Liquefaction Triggering." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 150, No. 1, 04023130.

96. Yang, Y., Xin, G., Chen, Y., Stuedlein, A.W., Wang, C. (2023). "Seismic Performance of Drained Piles in Layered Soils." Materials, Vol. 16, No. 17, 5868.

95. Dadashiserej, A., Jana, A., Stuedlein, A.W., Evans, T.M. (2023). “Effect of Overburden Stress and Plasticity on the Cyclic Resistance of Silts.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 149, No. 12, 0602300.

94. Ma, G., He, X., Xiao, Y., Chu, J., Liu, H., Stuedlein, A. W., and Evans, T.M. (2023). "Spatiotemporal Evolution of Biomineralization in Heterogeneous Pore Structure." Canadian Geotechnical Journal, Vol. 61, No. 3, pp. 447–468.

93. Xiao, Y., Fang, Q., Stuedlein, A. W., and Evans, T.M. (2023). "Effect of Particle Morphology on Strength of Glass Sands." International Journal of Geomechanics, Vol. 23, No. 8, 04023117.
Designated "Editor's Choice".

92. Stuedlein, A.W., Jana, A., Dadashiserej, A., Xiao, Y. (2022). “On the In-situ Cyclic Resistance of Natural Sand and Silt Deposits.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 149, No. 4, 04023015.

91. Jana, A., Dadashiserej, A., Zhang, B., Stuedlein, A.W., Evans, T.M., Stokoe II, K.H., Cox, B.R. (2023). “Multi-directional Vibroseis Shaking and Controlled Blasting to Determine the Dynamic In-Situ Response of a Low Plasticity Silt Deposit.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 149, No. 3, 04023006.

90. Stuedlein, A.W., Dadashiserej, A., Jana, A., Evans, T.M. (2023). “Liquefaction Susceptibility and Cyclic Response of Intact Nonplastic and Plastic Silts.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 149, No. 1, 04022125.

89. Gibson, M.D. and Stuedlein, A.W. (2022). “Observations on the Seismic Loading of Rigid Inclusions based on 3D Numerical Simulations.” Journal of the Deep Foundations Institute, Vol. 16, No. 3, 1-22.

88. Khosravi, A., Shrestha, S., Stuedlein, A.W., Higgins, C.C. (2022). "Titanium Seismic Substructure Retrofit to Enable Rocking of Bridge Foundations Considering Soil-Structure Interaction: Experiments and Numerical Simulations." Journal of Bridge Engineering, Vol. 28, No. 2, pp. 04022143.

87. Guan, Z., Wang, Y., and Stuedlein, A.W. (2022). “Efficient Three-dimensional Soil Liquefaction Potential and Reconsolidation Settlement Assessment from Limited CPTs Considering Spatial Variability.” Soil Dynamics and Earthquake Engineering, Vol. 163, 107518.

86. Dadashiserej, A., Jana, A., Stuedlein, A.W., Evans, T.M. (2022). “Effect of Strain History on the Monotonic and Cyclic Response of Natural and Reconstituted Silts.” Soil Dynamics and Earthquake Engineering, Vol. 160, 107329.

85. Xiao, Y., He, X., Stuedlein, A. W., Chu, J., Evans, T.M., van Paassen, L.A. (2022). "Visualization, Crystal Growth, and Distributions of MICP through Microfluidic Chip Tests." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 148, No. 5, 06022002.

84. Basu, D., Montgomery, J., and Stuedlein, A.W. (2022). “Observations and Challenges in Simulating Post-Liquefaction Settlements from Centrifuge and Shake Table Tests.” Soil Dynamics and Earthquake Engineering, Vol. 153, 107089.

83. Stuedlein, A.W., Huffman, J.C., Barbosa, A.R., and Belejo, A.F.V. (2022). “Probabilistic Structural System Response to Differential Settlement Resulting from Spatially-Variable Soil.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 148, No. 2, 04021184.
Merited the 2023 ASCE J. James R. Croes Medal.

82. Jana, A. and Stuedlein, A.W. (2022). "Dynamic, In-situ, Nonlinear-Inelastic Response and Post-Cyclic Strength of a Plastic Silt Deposit." Canadian Geotechnical Journal, Vol. 59, No. 1, pp. 111-128.
Designated "Editor's Choice".

81. Khosravi, A., Stuedlein, A.W., Higgins, C.C. (2021). "New Formulation for Estimating the Moment Capacity of Rocking Shallow Foundations Resting on Partially-Saturated Soil." Journal of Bridge Engineering, Vol. 26, No. 11, 04021084.

80. Xiao, Y., Zhang, Z., Stuedlein, A. W., Evans, T.M. (2021). "Liquefaction Modeling for Biocemented Calcareous Sand." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 147, No. 12, 04021149.

79. Ching, J., Phoon. K.K., Yang, Z. and Stuedlein, A.W. (2021). "Quasi-site-specific multivariate probability distribution model for sparse, incomplete, and three-dimensional spatially varying soil data." Georisk, Vol. 16, No. 1, pp. 53-76.
Merited the 2022 Best Paper Award.

78. Xiao, Y., Stuedlein, A. W., He, X., Han, F., Evans, T.M., Pan, Z., Lin, H., Chu, J., van Paassen, L.A. (2021). "Lateral Responses of a Model Pile in Biocemented Sand." International Journal of Geomechanics, Vol. 21, No. 11, 06021027.

77. Stuedlein, A.W., Bong, T., Montgomery, J., Ching, J., Phoon, K.K. (2021). "Effect of Densification on the Random Field Model Parameters of Liquefiable Soil and their Use in Estimating Spatially-distributed Liquefaction-induced Settlement." International Journal of Geoengineering Case Histories , Vol. 6. No. 4, 17 pp.

76. Zhou, X., Stuedlein, A.W., Chen, Y., and Liu, H. (2021). "Cyclic Strength of Loose Anisotropically-Consolidated Calcareous Sand under Standing Waves and Assessment using the Unified Cyclic Stress Ratio." Engineering Geology, Vol. 289, 106171.

75. Xiao, Y., He, X., Wu, W., Stuedlein, A. W., Evans, T.M., Chu, J., Liu, J., van Paassen, L.A., and Wu, H. (2021). "Kinetic Biomineralization through Microfluidic Chip Tests." Acta Geotechnica, Vol. 16, No. 10, pp. 3229-3237.

74. Cabas, A., Beyzaei, C., Stuedlein, A.W., Franke, K.W., Koehler, R., Zimmaro, P., Wood, C., Christie, S., Yang, Z., Lorenzo-Velazquez, C. (2021). "Geotechnical Lessons from the Mw 7.1 2018 Anchorage Alaska Earthquake." Earthquake Spectra, Vol. 37, No. 4, 87552930211012013.

73. Jana, A. and Stuedlein, A.W. (2021). "Dynamic, In-situ, Nonlinear-Inelastic Response of a Deep, Medium Dense Sand Deposit." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 147, No. 6, pp. 04021039.

72. Wang, H., Stuedlein, A.W., Sinha, A. (2021). "Dynamic Response of Timber Pile Ground Improvement: 3D Numerical Simulations." Soil Dynamics and Earthquake Engineering, Vol. 140, 106614

71. Gao, H.M., Xia S., Chen, F., Stuedlein, A.W., Li, X., Wang, Z., Shen, Z., Chen., X. (2021). "Dynamic Shear Modulus and Damping of Cemented and Uncemented Lightweight Expanded Clay Aggregate (LECA) at Low Strains." Soil Dynamics and Earthquake Engineering, Vol. 142, 106555.

70. Saye, S., Kumm, B., Stuedlein, A.W. (2020). "Use of Case Histories to Illustrate the Effect of Installation Activities on the Side Resistance of Pipe Piles in Plastic Soils." Journal of the Deep Foundations Institute, Vol. 14, No. 2, 1-20.

69. Xiao, Y., Wang, Y., Wang, S., Evans, T.M., Stuedlein, A.W., Chu, J., Zhao, C., Wu, H., and Liu, H. (2020). "Homogeneity and Mechanical Behaviors of Sands Improved by a Temperature-Controlled One-Phase MICP Method." Acta Geotechnica, Vol. 16, No. 5, pp. 1417-1427.

68. Jana, A. and Stuedlein, A.W. (2020). "Monotonic, Cyclic, and Post-Cyclic Responses of an Alluvial Plastic Silt Deposit." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 147, No. 3, 04020174.

67. Jana, A., Donaldson, A.M., Stuedlein, A.W., Evans, T.M. (2020). "Deep, In-Situ Nonlinear Dynamic Testing of Soil with Controlled Blasting: Instrumentation, Calibration, and Application to a Plastic Silt Deposit." Geotechnical Testing Journal, Vol. 44, No. 5, GTJ20190426.

66. Zhou, X., Stuedlein, A.W., Chen, Y., Zhang, Z., and Liu, H. (2020). "Cyclic Response of Loose Anisotropically-Consolidated Calcareous Sand under Progressive Wave-induced Elliptical Stress Paths." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 146, No. 12, 04020143.

65. Xiao, Y., Stuedlein, A.W., Pan, Z., Liu, H., Evans, T.M., He, X., Lin, H., Chu, J., van Paassen, L. (2020). "Toe Bearing Capacity of Precast Concrete Piles through Biogrouting Improvement." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 146, No. 12, 06020026.

64. Mahvelati, S., Coe, J.T., Stuedlein, A.W., Asabere, P., Gianella, T.N., Kordjazi, A. (2020). "Recovery of Small-Strain Stiffness Following Blast-Induced Liquefaction Based on Shear Wave Velocity Measurements." Canadian Geotechnical Journal, Vol. 58, No. 6, pp. 848-865.

63. Xiao, Y., Chen, H., Stuedlein, A.W., Evans, T.M., Chu, J., Cheng, L., Jiang, N., Lin, H., Liu, H., Aboel-Naga, H.M. (2020). "Restraint of Particle Breakage by Biotreatment Method." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 146, No. 11, pp. 04020123.

62. Stuedlein, A.W., Saye, S.R., Kumm, B.P. (2020). "SHANSEP-based Side Resistance of Driven Pipe Piles in Plastic Soils: Revision and LRFD Calibration." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 148, No. 8, 0602001.

61. Xiao, Y., Desai, C.S., Daouadji, A., Stuedlein, A.W., Liu, H., Abuel-Naga, H. (2020). "Grain Crushing in Geoscience Materials--Key Issues on Crushing Response, Measurement and Modeling." Geoscience Frontiers, Vol. 11, No. 2, 363-374.

60. Rauthause, M.P., Stuedlein, A.W., and Olsen, M.J. (2020). “Quantification of Surface Roughness using Laser Scanning with Application to the Frictional Resistance of Sand-Timber Pile Interfaces.” Geotechnical Testing Journal, ASTM International, Vol. 43, No. 4, 19 pp.

59. Li, W., Stuedlein, A.W., Chen, Y., Liu, H., Cheng, Z. (2019). "Response of Pile Groups with X and Circular Cross-sections Subject to Lateral Spreading: 3D Numerical Simulations." Soil Dynamics and Earthquake Engineering, Vol. 126, 105774.

58. Wang, Z.H., Ma, J., Gao, H.M., Stuedlein, A.W., He, J., and Wang, B.H. (2019). “Unified Thixotropic Fluid Model for Soil Liquefaction.” Geotechnique, Vol. 70, No. 10, pp. 849-862.

57. Xiao, Y., Stuedlein, A.W., Ran, J., Evans, T.M., Cheng, L., Liu, H., van Paassen, L.A., Chu, J. (2019). "Effect of Particle Shape on the Strength and Stiffness of Biocemented Glass Beads." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 145, No. 11, 06019016.

56. Xiao, Y., Sun, Z., Stuedlein, A.W., Wang, C., Wu, Z., Zhang,Z. (2019). "Bounding surface plasticity model for stress-strain and grain-crushing behaviors of rockfill materials." Geoscience Frontiers, Vol. 11, No. 2, 495-510.

55. Bong, T. , Stuedlein, A.W., Martin, J., Kim, B.-Y. (2019). "Bearing Capacity of Spread Footings on Aggregate Pier Reinforced Clay: Updates and Stress Concentration." Canadian Geotechnical Journal, Vol. 57, No. 5, 717-727.

54. Ching, J., Phoon, K.K., Stuedlein, A.W., Jaksa, M. (2019). "Identification of Sample Path Smoothness in Soil Spatial Variability." Structural Safety, Vol. 81, 101870.

53. Xiao, Y., Wang, L., Jiang, X., Evans, T.M., Stuedlein, A.W., Liu, H. (2019). "Acoustic Emission and Force Drop in Grain Crushing of Carbonate Sands." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 145, No. 9, 04019057.

52. Gao, H.M., Li, X., Wang, Z.H., Stuedlein, A.W., Wang, Y. (2019). "Dynamic Shear Modulus and Damping of Expanded Polystyrene Composite Soils at Low Strains." Geosynthetics International, Vol. 26, No. 4, pp. 436-450.

51. Li, Q., Stuedlein, A.W., and Marinucci, A. (2019). "Effect of Casing and High-Strength Reinforcement on the Lateral Load Transfer Characteristics of Drilled Shaft Foundations." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 145, No. 9, 04019056.

50. Xiao, Y., Xiang, H., Evans, T.M., Stuedlein, A.W., Liu, H. (2019). "Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber-Reinforced Biocemented Sand." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 145, No. 9, 04019048.

49. Xiao, P., Liu, H., Stuedlein, A.W., Evans, T.M., Xiao, Y. (2019). "Effect of Relative Density and Bio-cementation on the Cyclic Response of Calcareous Sand." Canadian Geotechnical Journal, Vol. 56. No. 12, pp. 1849–1862.
Designated "Editor's Choice".

48. Xiao, Y., Long, L., Evans, T.M., Zhou, H., Liu, H., Stuedlein, A.W. (2018). "Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 145, No. 2, 04018105.

47. Liu, L., Liu, H., Stuedlein, A.W., Evans, T.M., and Xiao, Y. (2018). "Strength, Stiffness, and Microstructure Characteristics of Biocemented Calcareous Sand." Canadian Geotechnical Journal, Vol. 56, No. 10, pp. 1502-1513.
Merited the 2023 Fredlund Award.

46. Li, Q., Stuedlein, A.W., and Barbosa, A.R. (2018). "Role of Torsional Shear in Combined Loading of Drilled Shaft Foundations." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 145, No. 4, 06019001.

45. Li, W., Chen, Y., Stuedlein, A.W., Liu, H., Zhang, X., Yang, Y. (2018). "Performance of X-shaped and Circular Pile-Improved Ground Subject to Liquefaction-induced Lateral Spreading." Soil Dynamics and Earthquake Engineering, Vol. 109, pp. 273-281.

44. Li, Q., and Stuedlein, A.W. (2018). "Simulation of Torsionally-loaded Deep Foundations Considering State-Dependent Load Transfer." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 144, No. 8, 0401805.

43. Bong, T. and Stuedlein, A.W. (2018). "Efficient Methodology for Probabilistic Analysis of Consolidation Considering Spatial Variability." Engineering Geology, Vol. 237, pp. 53-63

42. Xiao, P., Liu, H., Xiao, Y., Stuedlein, A.W., Evans, T.M., Jiang, X. (2018). "Liquefaction Resistance of Bio-cemented Calcareous Sand." Soil Dynamics and Earthquake Engineering, Vol. 107, pp. 9-19.

41. Strahler, A.W., Stuedlein A.W. , and Arduino, P. (2018). “Three-Dimensional Stress-Strain Response and Stress-Dilatancy of Well-graded Gravel.” International Journal of Geomechanics, ASCE, Vol. 18, No. 4, 04018014.

40. Bong, T. and Stuedlein, A.W. (2018). "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, Vol. 144, No. 5, 04018018.
Designated "Editor's Choice".

39. Ching, J., Wu, T.-J., Stuedlein, A.W., Bong, T., (2017). "Estimating Horizontal Scale of Fluctuation with Limited CPT Soundings." Geoscience Frontiers, Vol. 9, pp. 1597-1608.

38. Li, Q., Stuedlein, A.W., and Marinucci, A. (2017). "Axial Load Transfer of Drilled Shaft Foundations with and without Steel Casing." Journal of the Deep Foundations Institute, Vol. 11, No. 1, pp. 13-29.

37. Xiao, Y., Stuedlein, A.W., Chen, Q., Liu, H., Liu, P. (2017). "Stress-Strain-Strength Response and Ductility of Gravels Improved by Polyurethane Foam Adhesive." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 144, No. 2, 04017108

36. Bong, T. and Stuedlein, A.W. (2017). "Spatial Variability of CPT Parameters and Silty Fines in Liquefiable Beach Sands." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 143, No. 12, 04017093

35. Reddy, S.C. and Stuedlein, A.W. (2017). "Serviceability Limit State Reliability-Based Design of Augered Cast-in-Place Piles in Granular Soils." Canadian Geotechnical Journal, Vol. 54, No. 12, pp. 1704-1715.

34. Reddy, S.C. and Stuedlein, A.W. (2017). "Ultimate Limit State Reliability-Based Design of Augered Cast-in-Place Piles Considering Lower-Bound Capacities." Canadian Geotechnical Journal, Vol. 54, No. 12, pp. 1693-1703.

33. Gianella, T.N. and Stuedlein, A.W. (2017). "Performance of Driven Displacement Pile-Improved Ground in Controlled Blasting Field Tests." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 143, No. 9, 04017047

32. Li, Q., Stuedlein, A.W. and Barbosa, A.R. (2017). "Torsional Load Transfer of Drilled Shaft Foundations." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 143, No. 8, 04017036.

31. Bougataya, Y. and Stuedlein, A.W. (2016). "Region-Specific Calibration of Resistance Factors for use with Static and Wave Equation Analyses of Driven Piles." Journal of the Deep Foundations Institute, Vol. 10, No. 3, pp. 143-152.
Merited the 2016 DFI Student Paper Award.

30. Stuedlein, A.W. and Gianella, T.N. (2016). "Observations on the Effect of Driving Sequence and Spacing on Displacement Pile Capacity." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 143, No. 3, 06016026.

29. Huffman, J.C., Martin, J.P., and Stuedlein, A.W. (2016). “Calibration and Assessment of Reliability-based Serviceability Limit State Procedures for Foundation Engineering.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, Vol. 10, No. 4, pp. 280-293

28. Stuedlein, A.W., Gianella, T.N., and Canivan, G.J. (2016). "Densification of Granular Soils using Conventional and Drained Timber Displacement Piles." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 142, No. 12, 04016075.
Designated "Editor's Choice".

27. Kraupa, T.J., Stuedlein A.W., Mason, H.B., Higgins, C.C. (2016). Engineered Ecoroof Systems: Geotechnical Considerations.” Journal of Infrastructure Systems, ASCE, Vol. 22, No. 3, 04016015.

26. Strahler, A.W., Walters, J.J., and Stuedlein A.W. (2016). “Frictional Resistance of Closely-Spaced Steel Reinforcement Strips used in MSE Walls.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 142, No. 8, 04016030.

25. Choi, Y., Lee, M.-H., Nam, M.S., Kim, T.-H., and Stuedlein A.W. (2016). “Development and Implementation of a High-Pressure, Double-Acting, Bi-Directional Loading Cell for Drilled Shafts.” Geotechnical Testing Journal, ASTM International, Vol. 39, No. 2, 20140166
Merited the 2017 ASTM Award for Outstanding Article on the Practice of Geotechnical Testing.

24. Meskele, T. and Stuedlein A.W. (2015). “Attenuation of Pipe Ramming-Induced Ground Vibrations.” Journal of Pipeline Systems Engineering and Practice, ASCE, Vol. 7, No. 1, pp. 04015021.

23. Strahler, A.W., Stuedlein A.W. , and Arduino, P. (2015). “Stress-Strain Response and Dilatancy of Sandy Gravel in Triaxial Compression and Plane Strain.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 142, No. 4, 04015098.

22. Huffman, J.C., Strahler, A.W., and Stuedlein, A.W. (2015). “Reliability-based Serviceability Limit State Design for Immediate Settlement of Spread Footings on Clay.” Soils and Foundations, August 2015, Vol. 55, No. 4, pp. 798-812.

21. Meskele, T. and Stuedlein A.W. (2015). “Drivability Analyses for Pipe Ramming Installations.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 141, No. 3, 04014107.

20. Meskele, T. and Stuedlein A.W. (2015). “Static Soil Resistance to Pipe Ramming in Granular Soils.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 141, No. 3, 04014108

19. Huffman, J.C. and Stuedlein, A.W. (2014). “Reliability-based Serviceability Limit State Design of Spread Footings on Aggregate Pier Reinforced Clay.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 140, No. 10, 04014055.

18. Stuedlein, A.W., Reddy, S.C., and Evans, T.M. (2014). "Interpretation of Augered Cast-In-Place Pile Capacity Using Static Loading Tests." Journal of the Deep Foundations Institute, Vol. 8, No. 1, pp. 39-47.
Designated "Editor's Choice" in 2015.

17. Stuedlein, A.W. and Uzielli, M. (2014). “Serviceability Limit State Design for Uplift of Helical Anchors in Clay.” Geomechanics and Geoengineering, Vol. 9, No. 3, pp. 173-186

16. Stuedlein, A.W., Huffman, J.C., and Reddy, S.C. (2014). “Ultimate Limit State Reliability-based Design of Spread Footings on Aggregate Pier-Reinforced Clay.” Ground Improvement, Thomas Telford Press, London, UK., Vol. 167, No. 4, pp. 291-300.

15. Meskele, T. and Stuedlein, A.W. (2014). "Analysis of a 610-mm Diameter Pipe Installed Using Pipe Ramming." Journal of Performance of Constructed Facilities, ASCE, Vol. 28, No. 4, pp. 04014009-1 to 04014009-7.

14. Stuedlein, A.W. and Holtz, R.D. (2014). "Displacement of Spread Footings on Aggregate Pier Reinforced Clay." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 140, No. 1, pp. 36-45

13. Stuedlein, A.W. and Reddy, S.C. (2014). "Factors Affecting the Reliability of Augered Cast-In-Place Piles in Granular Soils at the Serviceability Limit State." Journal of the Deep Foundations Institute, Vol. 7, No. 2, pp. 46-57.
Merited the "2013 DFI Young Professor Paper Award". Designated "Editor's Choice" in 2015.

12. Reddy, S.C. and Stuedlein, A.W. (2013). "Accuracy and Reliability-based Region-Specific Recalibration of Dynamic Pile Formulas." Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, Vol. 7, No. 3, pp. 163-183.

11. Stuedlein, A.W., and Holtz, R.D. (2013). "Bearing Capacity of Spread Footings on Aggregate Pier Reinforced Clay." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 139, No. 1, pp. 49-58. Erratum

10. Stuedlein, A.W. and Young, J. (2012). "Uplift Performance of Multi-Helix Anchors in Desiccated Clay." Journal of the Deep Foundations Institute, Vol. 6, No. 2, pp. 13-25.

9. Stuedlein, A.W., and Meskele, T. (2012). "Preliminary Design and Engineering of Pipe Ramming Installations." Journal of Pipeline Systems Engineering and Practice, ASCE, Vol. 3, No. 4, pp. 125-134.

8. Stuedlein, A.W., Kramer, S.L., Arduino, P., and Holtz, R.D. (2012). "Geotechnical Characterization and Random Field Modeling of Desiccated Clay." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 138, No. 11, pp. 1301-1313.

7. Stuedlein, A.W., Kramer, S.L., Arduino, P., and Holtz, R.D. (2012). "Reliability of Spread Footing Performance in Desiccated Clay." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 138, No. 11, pp. 1314-1325.

6. Stuedlein, A.W., and Holtz, R.D. (2012). "Analysis of Footing Load Tests on Aggregate Pier Reinforced Clay." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 138, No. 9, pp. 1091-1103.

5. Stuedlein, A.W., Neely, W.J., and Gurtowski, T.G. (2012). "Reliability-based Design of Augered Cast-In-Place Piles in Granular Soils." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 138, No. 6, pp. 709-717.

4. Stuedlein, A.W., Allen, T.M., Holtz, R.D., and Christopher, B.R. (2012). "Assessment of Reinforcement Strains in Very Tall MSE Walls." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 138, No. 3, 345-356.

3. Stuedlein, A.W. (2010). "Shear Wave Velocity Correlation for Puyallup River Alluvium." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 136, No. 9, pp. 1298-1304.

2. Stuedlein, A.W., Bailey, M.J., Lindquist, D.D., Sankey, J., and Neely, W.J. (2010). "Design and Performance of a 46 m High MSE Wall." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 136, No. 6, pp. 786-796.

1. Farnsworth, C.B., Bartlett, S.F., Negussey, D., and Stuedlein, A.W. (2008). "Rapid Construction and Settlement Behavior of Embankment Systems on Soft Foundation Soils." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 134, No. 3, pp. 289-301.

Brief, Peer-Reviewed Technical Communications

11. Jana, A. and Stuedlein, A.W. (2023). Discussion of "A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 149, No. 7, 07023009.

10. Saye, S.R., and Stuedlein, A.W. (2021). Discussion of "Prediction, testing and analysis of a 50 m long pile in soft clay." Journal of the Deep Foundations Institute, Vol. 15, No. 2, pp. 1-2.

9. Xiao, Y., Xiang, H., Evans, T.M., Stuedlein, A.W., Liu, H. (2020). Closure to "Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber-Reinforced Biocemented Sand." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 146, No. 10, 07020017.

8. Xiao, Y., Long, L., Evans, T.M., Zhou, H., Liu, H., Stuedlein, A.W. (2018). Closure to "Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 146, No. 5, 0702000.

7. Stuedlein, A.W. , Reddy, S.C., and Evans, T.M. (2015) Closure to "Interpretation of Augered Cast-in-place Pile Capacity using Static Loading Tests," Journal of the Deep Foundations Institute, Vol. 9, No. 2, pp. 77-79.

6. Stuedlein A.W. (2015) Discussion, "Prediction of Stone Column Ultimate Capacity using Cavity Expansion Model,” Ground Improvement, Vol. 168, No. 3, pp. 231-234.

5. Stuedlein, A.W. and Holtz, R.D. (2013) Discussion, "A State-of-the-Art Review of Stone/Sand-Column Reinforced Clay Systems," Geotechnical and Geological Engineering, Vol. 31, No. 5, pp. 1617-1619.

4. Stuedlein, A.W., Allen, T.M., Holtz, R.D., and Christopher, B.R. (2013) Closure to the Discussion, "Assessment of Reinforcement Strains in Very Tall Mechanically Stabilized Earth Walls," Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 139, No. 10, pp. 1834–1835.

3. Olsen, M.J., and Stuedlein, A.W. (2010) Discussion of "Use of Terrestrial Laser Scanning for the Characterization of Retrogressive Landslides in Sensitive Clay and Rotational Landslides in River Banks," Canadian Geotechnical Journal, Vol. 47, No. 10, pp. 1164-1168.

2. Stuedlein, A.W. (2010) Discussion of "Performance Monitoring of a Rammed Aggregate Pier Foundation Supporting a Mechanically Stabilized Earth Wall," Journal of Performance of Constructed Facilities, ASCE, Vol. 24, No. 3, pp. 289-292.

1. Stuedlein, A.W. and Holtz, R.D. (2008) Discussion of "Load Transfer in Rammed Aggregate Piers," International Journal of Geomechanics, ASCE, Vol. 6, No. 6, pp. 389-398.

Peer-Reviewed Conference Publications

59. Basu, D., Montgomery, J., and Stuedlein, A.W. (2023). “Uncertainty in Liquefaction-Induced Settlement in Numerical Simulations due to Model Calibration.” Proc., GeoRisk 20223, Geotechinical Special Publication No. 344, ASCE, Reston, VA, 296-306.

58. Stuedlein, A.W. and Jana, A. (2022). Invited Theme Lecture: "In-Situ Liquefaction Testing of a Medium Dense Sand Deposit and Comparison to Case History- and Laboratory-based Cyclic Stress and Strain Evaluations." Proc., 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering, Beijing, China. 20 pp.

57. Cary, J., Stuedlein, A.W., McGann, C.R., Bradley, B.A., and Maurer, B.W. (2022). "Effect of Refinements to CPT-based Liquefaction Triggering Analysis on Liquefaction Severity Indices at the Avondale Playground Site, Christchurch, NZ." Proc., 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering, Beijing, China. 13 pp.

56. Wang, H., Stuedlein, A.W., and Sinha, A. (2022). "Framework and Demonstration of Constitutive Model Calibration for Liquefaction Simulation of Densified Sand." Proc., 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering, Beijing, China. 12 pp.

55. Hudson, K.H., Zimmaro, P., Ulmer, K., Carlton, B., Stuedlein, A.W., Jana, A., Dadashiserej, A., Brandenberg, S.J., Stamatakos, J., Kramer, S., and Stewart, J.P. (2022). "Laboratory Component of Next-Generation Liquefaction Project Database." Proc., 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering, Beijing, China. 10 pp.

54. Liu, L., Guo, J., Stuedlein, A.W., Zhang, X.-L., Gao, H.-M., Wang, Z.-H., and Shen, Z.-F. (2022). "Flowability of Saturated Calcareous Sand under Cyclic Loading." Proc., 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering, Beijing, China. 9 pp.

53. Dadashiserej, A., Jana, A., Evans T.M., and Stuedlein, A.W. (2022). "Influence of natural soil fabric on the cyclic resistance of low and high plasticity silts." Proc., 12th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Salt Lake City, UT. 5 pp.

52. Dadashiserej, A., Jana, A., Ortiz, S. C., Walters, J. J., Stuedlein, A. W., & Evans, T. M. (2022). "Monotonic, cyclic, and post-cyclic response of Willamette River silt at the van buren Bridge." Proc., Geo-Congress 2022: Geophysical and Earthquake Engineering and Soil Dynamics, Geotechnical Special Publication No. 334, ASCE, Reston, VA. pp. 431-443.

51. Jana, A., Stuedlein, A.W., Wharton, T., and Bock, J. (2022). "Deep, Dynamic In-situ Excess Pore Pressure Response of a Medium Dense Sand." Proc., Lifelines 2020-2021, ASCE, Reston, VA. 14 pp.

50. Dadashiserej, A., Jana, A., Stuedlein, A.W., Evans, T.M., Zhang, B., Xu, Z., Stokoe, I.I. and Cox, B.R. (2022). "In-situ and Laboratory Cyclic Response of an Alluvial Plastic Silt Deposit." Proc., 20th International Conference on Soil Mechanics and Geotechnical Engineering, Sydney, Australia, 2021. 7 pp.

49. Li, Q., Stuedlein, A.W., and Ashford, S.A. (2021). “Full-Scale Experimental p–y Curves and Model for Plastic Willamette Silt.” Proceedings, International Foundations Congress and Equipment Expo 2021, Dallas, Texas, May 10–14, 2021. pp. 207-219.

48. Stuedlein, A.W., Gibson, M. D., Yamasaki, K., Hemstreet, D., and Shao, L. (2021). “Performance of the Wet Soil Mixing-Supported West Dowling Bridge during the 30 November 2018 Anchorage Earthquake.” Proceedings, International Foundations Congress and Equipment Expo 2021, Dallas, Texas, May 10–14, 2021. pp. 414-429.

47. Santos, A. E., Bernhardt-Barry, M. L., and Stuedlein, A.W. (2021). “Performance of Isolated, Cemented Stone Columns in Clayey Soils,” Proceedings, International Foundations Congress and Equipment Expo 2021, Dallas, Texas, May 10–14, 2021. pp. 551-562.

46. Stuedlein, A.W., Li, W., Chen, Y, Liu, H., and Cheng, Z., (2020). “Numerical Simulation of Pile Pinning-Type Lateral Spreading Mitigation using XCC and Circular Piles.” Proceedings, 17th World Conference on Earthquake Engineering (17WCEE), Sendai, Japan, September 13 – 18, 2020.

45. Saye, S.R., Stuedlein, A.W., Kumm, B.P. (2020). “Ideas to Improve Driven Pile Foundation Design and Installation Procedures.” Proceedings, 45th Annual Meeting of the Deep Foundations Institute, National Harbor, Maryland, October 13 – 16, 2020. 10 pp.

44. Cabas, A., Beyzaei, C., Franke, K., Koehler, R., Pierce, I., Stuedlein, A.W., Yang, Z., and Christie, S. (2020). "Turning Disaster into Knowledge: Geotechnical Aspects of the 2018 Mw 7.1 Anchorage, Alaska Earthquake." Proc., Geo-Congress 2020, Geotech. Earthq. Engrg. and Special Topics, GSP No. 318, ASCE, Reston, VA. 11 pp.

43. Bong, T., Stuedlein, A.W., Ching, J., Phoon, K.K., and Montgomery, J. (2019). “Post-Liquefaction Settlements: Spatial Variability and Correlation to Spatially Variable Soil Characteristics.” Proc., 7th Int. Symp. on Geotech. Safety & Risk (ISGSR 2019), Taipei, Taiwan, 11–13 Dec. 2019, 6 pp.

42. Basu, D., Montgomery, J., and Stuedlein, A.W. (2019). “Liquefaction-induced settlement estimates for a spatially variable deposit using numerical and empirical approaches.” Proc., 7th Int. Symp. on Geotech. Safety & Risk (ISGSR 2019), Taipei, Taiwan, 11–13 Dec. 2019, 6 pp.

41. Stuedlein, A.W., Jana, A., Donaldson, A.M., Batti, J.J., and Evans, T.M. (2019). “Instrumentation and Calibration Protocols for Deep, In-Situ Liquefaction Testing with Controlled Blasting.” Proc., 7th Int. Conf. Earthquake Geot. Engrg., Rome, Italy, 10 pp.

40. Bong, T. and Stuedlein, A.W. (2019). “Effect of Densification-type Ground Improvement on the Spatial Variability Characteristics of Soil.” Proc., 7th Int. Conf. Earthquake Geot. Engrg., Rome, Italy, 11 pp.

39. Basu, D., Montgomery, J., and Stuedlein, A.W. (2019). “Comparison of post-liquefaction settlements at a liquefaction test site considering numerical and empirical methods.” Proc., 7th Int. Conf. Earthquake Geot. Engrg., Rome, Italy, 8 pp.

38. Bougataya, Y., and Stuedlein, A.W. (2018) “Development of New Shaft Resistance Models for Piles Driven in the Puget Sound Lowlands," Proc., 43rd Annual Meeting, Deep Foundations Institute, Hawthorne, NJ. pp. 250-259.

37. Martinez, A. and Stuedlein, A.W. (2018) “Torsional Shear: Experiments, Models, and Application to Deep Foundations," Proc., 2018 Symposium on Geomechanics from Micro to Macro in Research and Practice, IS Atlanta, In Press.

36. Li, Q., and Stuedlein, A.W. (2018) “Factors Affecting the Torsional Response of Deep Foundations," Proc., Geotechnical Earthquake Engineering and Soil Dynamics V,, GSP No. 292, ASCE, Reston, VA. pp. 368-378.

35. Staheli, K., Stuedlein, A.W., and Richart, P. (2018) “Pipe Ramming: Understanding the Forces that Drive the Industry Forward," Proceedings, No-Dig 2018, North American Society for Trenchless Technology, Palm Springs, CA. 12 pp.

34. Stuedlein, A.W., and Allen, M.L. (2018) "A Case History of Liquefaction Mitigation using Driven Displacement Piles," Innovations in Ground Improvement for Soils, Pavements, and Subgrades, International Foundation Congress & Equipment Exposition (IFCEE), GSP No. 296, ASCE, Reston, VA. 10 pp.

33. Gianella, T.N. and Stuedlein, A.W. (2017) “Simplified Modeling of Driven Displacement Pile-Improved Ground Subjected to Controlled Blasting," Proceedings, Performance-based Design III, Vancouver, BC, 16-19 July, 2017, 8 pp.

32. Stuedlein, A.W. and Bong, T. (2017) "Effect of Spatial Variability on Static and Liquefaction-Induced Differential Settlements," Geo-Risk 2017: Keynote Lectures, GSP No. 282, pp. 31-51

31. Reddy, S.C. and Stuedlein, A.W. (2017) "Impact of Resistance Distribution Selection on Foundation Reliability in Consideration of Lower-Bound Limits," Geo-Risk 2017: Reliability-Based Design and Code Developments, GSP No. 283, pp. 445 - 458

30. Li, Q., Marinucci, A., and Stuedlein, A.W. (2017). “Evaluation of Axial Load Transfer of Uncased and Permanently Cased Drilled Shaft Foundations.” Proceedings, DFI-SMIG-GIISSMGE, 4th International Conference on Deep Foundations, November 15-16, 2017, Mexico City, Mexico.

29. Bong, T. and Stuedlein, A.W. (2017) "CPT-based Random Field Model Parameters for Liquefiable Silty Sands," Geo-Risk 2017: Geotechnical Risk Assessment and Management, GSP No. 285, pp. 478-487

28. Stuedlein, A.W. (2017) "Role of Lower Bound Capacity and Shear Strength Anisotropy on Probabilistic Bearing Capacity of Plastic Fine-grained Soils," Geotechnical Special Publication Honoring Wilson Tang, GSP No. 286, ASCE, pp. 203-213.

27. Ganji, A., Li, Q., Arduino, P., and Stuedlein, A.W. (2017) "Performance Assessment of Laterally-Loaded Normal and High Strength Steel-reinforced Drilled Shafts using 1-D and 3-D Numerical Methods," Paper no. 4921, 16th World Conf. on Earthquake Engineering 16WCEE, Santiago, Chile, 9 - 13 January 2017, 12 pp.

26. Stuedlein, A.W., Li, Q., Zammataro, J., Belardo, D., Hertlein, B., and Marinucci, A. (2016) "Comparison of Non-Destructive Integrity Tests on Experimental Drilled Shafts," Proceedings, 41st Annual Meeting of the Deep Foundations Institute, New York, NY. 10 pp.

25. Mahvelati, S., Coe, J.T., Stuedlein, A.W., Asabere, P., and Gianella, T.N. (2016) "Time-Rate Variation of Shear Wave Velocity (Site Stiffness) Following Blast-Induced Liquefaction," GeoChicago: Sustainability, Energy, and the Geoenvironment, GSP No. 278, ASCE, Reston, VA. 10 pp.

24. Liu , W., Hutchinson, T.C., and Stuedlein, A.W. (2015) "Modeling of Foundation-Soil Systems Using Plane-Strain Elements," 6th International Conference on Earthquake Geotechnical Engineering, Christchurch, New Zealand, 1 to 4 Nov. 2015. 10 pp.

23. Gianella, T.N., Stuedlein, A.W., and Canivan, G.J. (2015) "Densification of Liquefiable Soils using Driven Timber Piles," 6th International Conference on Earthquake Geotechnical Engineering, Christchurch, New Zealand, 1 to 4 Nov. 2015. 9 pp.

22. Huffman, J.C., Martin, J.P., and Stuedlein, A.W. (2015) “Assessment of Reliability-based Serviceability Limit State Procedures using Full-Scale Loading Tests,” Proceedings, 5th International Symposium on Geotechnical Safety and Risk, 5ISGSR, Rotterdam, The Netherlands, 13-16 November.

21. Huffman, J.C., and Stuedlein, A.W. (2015) “Effect of Correlation Structure Model on Geotechnical Reliability-based Serviceability Limit State Simulations,” Proceedings, 12th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP12, Vancouver, Canada, July 12-15, 2015, Paper 574, 8 pp.

20. Stuedlein, A.W., Abdollahi, A., Mason, H.B., and French, R. (2015) “Shear Wave Velocity Measurements of Stone Column Improved Ground and Effect on Site Response,” Proceedings, 2015 International Foundation Congress and Equipment Expo, Geotechnical Special Publication No. 256, ASCE, San Antonio, March 17-21, 2015, pp. 2306-2317.

19. Favaretti, C., Lemnitzer, A., Stuedlein, A.W., and Turner, J. (2015) “Recent Advances in p-y Formulations for Lateral Load Transfer of Deep Foundations based on Experimental Studies,” Proceedings, 2015 International Foundation Congress and Equipment Expo, Geotechnical Special Publication No. 256, ASCE, San Antonio, March 17-21, 2015, pp. 388-399.

18. Adami, N. and Stuedlein, A.W. (2015) “Region-specific Load Transfer Model for Augered Cast-in-Place Piles in Granular Soils,” Proceedings, 2015 International Foundation Congress and Equipment Expo, Geotechnical Special Publication No. 256, ASCE, San Antonio, March 17-21, 2015, pp. 712-722.

17. Reddy, S.C. and Stuedlein, A.W. (2014) "Time-Dependent Capacity Increase of Piles Driven in the Puget Sound Lowlands," Soil Behavior Fundamentals to Innovations in Geotechnical Engineering, Honoring Roy Olson, GSP No. 233, pp. 464-474

16. Meskele, T., and Stuedlein, A.W. (2014) "Field Measurements of Pipe Ramming-Induced Ground Vibrations," Proc., Pipelines 2014, From Underground to the Forefront of Innovation and Sustainability, ASCE, Portland, OR, August 3 - 6, pp. 466-475.

15. Stuedlein, A.W. and Meskele, T. (2014) "Drivability of an Instrumented 2440-mm Diameter Rammed Pipe," Proc., No-Dig 2014, North American Society for Trenchless Technology, Sacramento, CA. 10 pp.

14. Kraupa, T.J., Mason, H.B., Stuedlein, A.W., and Higgins, C.C. (2014) "Characterization of Ecoroofs and Ecoroof Materials," Geo-Characterization and Modeling for Sustainability , GeoCongress 2014, GSP No. 234, ASCE, Atlanta, GA, February 23-26, 2014, pp. 3571-3580.

13. Strahler, A.W., and Stuedlein, A.W. (2014) "Accuracy, Uncertainty, and Reliability of the Bearing Capacity Equation for Shallow Foundations on Saturated Clay," Geo-Characterization and Modeling for Sustainability , GeoCongress 2014, GSP No. 234, ASCE, Atlanta, GA, February 23-26, 2014, pp. 3262-3273. Erratum

12. Reddy, S.C., and Stuedlein, A.W. (2013) "Effect of Slenderness Ratio on the Reliability-based Serviceability Limit State Design of Augered Cast-in-place Piles," Proceedings, 4th International Symposium on Geotechnical Safety and Risk, Hong Kong, December 4 - 6, 6 pp.

11. Stuedlein, A.W. and Uzielli, M. (2013) "Stochastic Simulation of Uplift Load-Displacement Behavior of Helical Anchors in Clays," Proceedings, 1st International Geotechnical Symposium on Helical Anchor Foundations, International Society for Helical Foundations, University of Massachusetts, Amherst, August 8 - 10, pp. 296-307.

10. Strahler, A.W., and Stuedlein, A.W. (2013) "Characterization of Model Uncertainty in Immediate Settlement Calculations for Spread Footings on Clays," Proceedings, 18th Int. Conf. Soil Mech. and Geotech. Engrg., Paris 2013, 4 pp.

9. Meskele, T., and Stuedlein, A.W. (2013) "Hammer-Pipe Energy Transfer Efficiency for Pipe Ramming," No-Dig 2013, North American Society for Trenchless Technology, Sacramento, CA. 10 pp.

8. Stuedlein, A.W. and Negussey, D. (2013) "Use of EPS Geofoam for Support of a Bridge," Sound Geotechnical Research to Practice: Honoring Robert D. Holtz, Geotechnical Special Publication No. 230, ASCE, Reston, VA., pp. 334-345.

7. Stuedlein, A.W. and Gurtowski, T.M. (2012) "Reliability of Shaft Resistance of Augered Cast-In-Place Piles in Granular Soils," Full-Scale Testing and Foundation Design: Honoring Bengt H. Fellenius, Geotechnical Special Publication No. 227, ASCE, Reston, VA.,pp. 722-736.

6. Cunningham, J.N., Stuedlein, A.W., Casteneda, M.A. (2011) "Uplift Micropile Load Transfer in Unsaturated Missoula Flood Deposits," 36th Annual Meeting, Deep Foundations Institute, Boston, MA. 8 pp.

5. Meskele, T. and Stuedlein, A.W. (2011) "Performance of an Instrumented Pipe Ramming Installation," Paper C-4-03, Proceedings, No-Dig 2011, North American Society for Trenchless Technology, Washington D.C., 11 pp.

4. Stuedlein, A.W. (2011) "Random Field Model Parameters for Columbia River Silt," Proceedings, GeoRisk, GSP No. 224, ASCE, Reston, VA. 9 pp.

3. Stuedlein, A.W., Allen, T.M., Holtz, R.D., Christopher, B.R. (2010) "Factors Affecting the Development of MSE Wall Reinforcement Strain," Proceedings, Earth Retention 2010, GSP 208, ASCE, Reston, VA. 502-511.

2. Stuedlein, A.W. and Holtz, R.D. (2010) "Undrained Displacement Behavior of Spread Footings in Clay," The Art of Foundation Engineering Practice, Honoring Clyde N. Baker, Jr., GSP No. 198, ASCE, 653-669. Erratum

1. Stuedlein, A.W., Mikkelsen, P.E., and Bailey, M.J. (2007) "Instrumentation and Performance of the North MSE Wall at Sea-Tac International Airport," Proceedings, 7th International Symposium on Field Measurements in Geomechanics, GSP No. 175, ASCE.

Other Publications

13. Ulmer, K.J., Zimmaro, P., Brandenberg, S.J., Stewart, J.P., Hudson, K.S., Stuedlein, A.W., Jana, A., Dadashiserej, A., Kramer, S.L., Cetin, K.O., Can, G., Ilgac, M., Franke, K.W., Moss, R.E.S., Bartlett, S.F., Hosesinali, M., Decayanan, H., Kwak, D.Y., Stamatakos, J., Mukherjee, J., Salmon, U., Ybarra, S., Weaver, T. (2023). "Next-Generation Liquefaction Database." Version 2, Next-Generation Liquefaction Consortium.

12. ISSMGE-TC304 (2021). "State-of-the-Art Review of Inherent Variability and Uncertainty in Geotechnical Properties and Models." Technical Committee TC304 - Engineering Practice of Risk Assessment and Management, International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE), 2 March 2021.

11. Beyzaei, C.Z., Cabas, A., Franke, K.W., Koehler, R.D., Pierce, I., Stuedlein, A.W., Yang, Z. (2018). "Geotechnical Engineering Reconnaissance of the 30 November 2018 Mw 7.0 Anchorage, Alaska Earthquake." Version 1.0, GEER Report GEER-059, DOI:doi:10.18118/G6P07F, 50 pp.

10. Stuedlein, A.W. (2018) "Meeting the Challenges of Drilled Shaft Design and Construction on the West Coast: Part II," Foundation Drilling, August/September, ADSC - The International Association of Foundation Drilling, Dallas, TX, pp. 22-27.

9. Stuedlein, A.W. (2016) “Spatial variability of soil and impact on liquefaction-induced differential settlements.” United States – New Zealand – Japan International Workshop on Liquefaction-Induced Ground Movements Effects, National Science Foundation, 2-4 Nov, Berkeley, USA. (Workshop White Paper)

8. Stuedlein, A.W. (2016) "Meeting the Challenges of Drilled Shaft Design and Construction on the West Coast," Foundation Drilling, August/September, ADSC - The International Association of Foundation Drilling, Dallas, Tx., pp. 46-48.

7. Bartlett, S. F., Negussey, D., Farnsworth, C., Stuedlein, A.W. (2011) "Construction and Long-Term Performance of Transportation Infrastructure Constructed Using EPS Geofoam on Soft Soil Sites in Salt Lake Valley, Utah," EPS 2011, 4th International Conference on Geofoam, Lillestrom, Norway. 10 pp.

6. Stuedlein, A.W. (2009) "Ultimate Bearing Capacity of Spread Footings on Aggregate Pier Reinforced Clay," Proceedings, U.S.-Japan Symposium on Blast-induced Liquefaction, Oregon State University, Corvallis, OR. Sept. 24-25, 2009.

5. Stuedlein, A.W. and Holtz, R.D. (2008) "Statistical Analyses of Aggregate Pier Load Tests," Proceedings, 2nd U.S.-Japan Workshop on Ground Improvement, Geotechnical Earthquake Engineering and Soil Dynamics IV, ASCE, Sacramento, CA.

4. Stuedlein, A.W., Gibson, M.D., and Horvitz, G.E. (2008) "Tension and Compression Micropile Load Tests in Gravelly Sand," Proceedings, 6th International Conference on Case Histories in Geotechnical Engineering, Paper 1.12, Washington D.C.

3. Stuedlein, A.W., Negussey, D., and Mathioudakis, M. (2004) "A Case History of the Use of Geofoam for Bridge Approach Fills," Proceedings, 5th International Conference on Case Histories In Geotechnical Engineering, Paper 8.40, New York, NY

2. Negussey, D., Stuedlein, A.W., Bartlett, S. F., Farnsworth, C. (2001) "Performance of A Geofoam Embankment At 100 South, I-15 Reconstruction Project, Salt Lake City, UT" Proceedings, EPS 2001, 3rd International Conference on Geofoam, Salt Lake City, UT

1. Bartlett, S. F., Farnsworth, C., Negussey, D., Stuedlein, A.W. (2001) "Instrumentation and Long-term Monitoring of Geofoam Embankments, I-15 Reconstruction Project, Salt Lake City, UT," Proceedings, EPS 2001, 3rd International Conference on Geofoam, Salt Lake City, UT

Reports to Sponsors

10. Stuedlein, A.W., Dadashiserej, A., and Jana, A. (2023) "Models for the Cyclic Resistance of Silts and Evaluation of Cyclic Failure during Subduction Zone Earthquakes," PEER Report 2023/01, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA. https://doi.org/10.55461/ZKVV5271

9. Stuedlein, A.W., Alemu, B., Evans, T.M., Kramer, S.L., Stewart, J.P., Ulmer, K., Ziotopoulou, K. (2023) "PEER Workshop on Liquefaction Susceptibility," PEER Report 2023/02, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA. https://doi.org/10.55461/BPSK6314

8. Stuedlein, A.W. and Li, Q. (2018) "Effects of High Strength Steel Bars and Steel Casing on the Response of Drilled Shafts," Final Report FHWA-OR-RD-18-09, Oregon Dept. of Transportation, Salem, OR, 281 pp.

7. Stuedlein, A.W., Barbosa, A.R., and Li, Q., (2016) "Evaluation of Torsional Load Transfer for Drilled Shaft Foundations," Final Report, SPR 304-701, Oregon Department of Transportation and Federal Highway Administration, Salem, OR, 159pp.

6. Stuedlein, A.W. and Gianella, T.N. (2016) "Drained Timber Pile Ground Improvement for Liquefaction Mitigation," Final Report, NCHRP IDEA Project 180, Transportation Research Board, The National Academies, Washington, D.C., 66pp.

5. Stuedlein, A.W., Li, Q., Arduino, P., and Ganji, A. (2015) "Behavior of Drilled Shafts with High-Strength Reinforcement and Casing," Final Report, No. 2013-M-OSU-0024, Pacific Northwest Transportation Consortium, University of Washington, Seattle, WA. 1378pp.

4. Stuedlein, A.W., Walters, J.J., and Strahler, A.W. (2014) "Characterization of Frictional Interference in Closely-spaced Reinforcements in MSE Walls," Final Report, No. 2012-S-OSU-0009, Pacific Northwest Transportation Consortium, University of Washington, Seattle, WA. 180pp.

3. Stuedlein, A.W. and Meskele, T. (2013) "Analysis and Design of Pipe Ramming Installations," Final Report, SPR-710, Oregon Department of Transportation and Federal Highway Administration, Salem, OR, 622pp.

2. Negussey, D. and Stuedlein, A.W. (2003) "Geofoam Fill Performance Monitoring," Research Report UT-03.17, I-15 Test Bed Report, Utah Department of Transportation, Salt Lake City, UT. 45pp.

1. Negussey, D. and Stuedlein, A.W. (2002) "Instrumentation Installation and Monitoring Results, North Geofoam Approach Fill at the New Route 85 Crossing over Normans Kill Creek, Albany, NY," Report RRMB C-01-48 - Evaluation of Geofoam Embankments, Transportation Research Consortium, New York State Department of Transportation, Albany, NY. 40pp.