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Armin W. Stuedlein ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Xiao, Yang / Fang, Qingyun / Stuedlein, Armin W. / Evans, T. Matthew (2023): Effect of Particle Morphology on Strength of Glass Sands. Dans: International Journal of Geomechanics, v. 23, n. 8 (août 2023).

    https://doi.org/10.1061/ijgnai.gmeng-8661

  2. Xiao, Yang / Stuedlein, Armin W. / Ran, Jinyu / Evans, T. Matthew / Cheng, Liang / Liu, Hanlong / van Paassen, Leon A. / Chu, Jian (2019): Effect of Particle Shape on Strength and Stiffness of Biocemented Glass Beads. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 145, n. 11 (novembre 2019).

    https://doi.org/10.1061/(asce)gt.1943-5606.0002165

  3. Xiao, Yang / Wang, Lei / Jiang, Xiang / Evans, T. Matthew / Stuedlein, Armin W. / Liu, Hanling (2019): Acoustic Emission and Force Drop in Grain Crushing of Carbonate Sands. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 145, n. 9 (septembre 2019).

    https://doi.org/10.1061/(ASCE)GT.1943-5606.0002141

  4. Xiao, Yang / He, Xiang / Evans, T. Matthew / Stuedlein, Armin W. / Liu, Hanlong (2019): Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber–Reinforced Biocemented Sand. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 145, n. 9 (septembre 2019).

    https://doi.org/10.1061/(asce)gt.1943-5606.0002108

  5. Xiao, Yang / Stuedlein, Armin W. / Chen, Qingsheng / Liu, Hanlong / Liu, Ping (2018): Stress-Strain-Strength Response and Ductility of Gravels Improved by Polyurethane Foam Adhesive. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 144, n. 2 (février 2018).

    https://doi.org/10.1061/(ASCE)GT.1943-5606.0001812

  6. Xiao, Yang / Chen, Hui / Stuedlein, Armin W. / Evans, T. Matthew / Chu, Jian / Cheng, Liang / Jiang, Ningjun / Lin, Hai / Liu, Hanlong / Aboel-Naga, H. M. (2020): Restraint of Particle Breakage by Biotreatment Method. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 146, n. 11 (novembre 2020).

    https://doi.org/10.1061/(ASCE)GT.1943-5606.0002384

  7. Xiao, Yang / Long, Leihang / Evans, T. Matthew / Zhou, Hai / Liu, Hanlong / Stuedlein, Armin W. (2019): Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 145, n. 2 (février 2019).

    https://doi.org/10.1061/(asce)gt.1943-5606.0001994

  8. Khosravi, Ali / Shrestha, Sharoo / Stuedlein, Armin W. / Higgins, Christopher (2023): Titanium Seismic Substructure Retrofit to Enable Rocking of Bridge Foundations Considering Soil–Structure Interaction: Experiments and Numerical Simulations. Dans: Journal of Bridge Engineering (ASCE), v. 28, n. 2 (février 2023).

    https://doi.org/10.1061/jbenf2.beeng-5720

  9. Guan, Zheng / Wang, Yu / Stuedlein, Armin W. (2022): Efficient three-dimensional soil liquefaction potential and reconsolidation settlement assessment from limited CPTs considering spatial variability. Dans: Soil Dynamics and Earthquake Engineering, v. 163 (décembre 2022).

    https://doi.org/10.1016/j.soildyn.2022.107518

  10. Dadashiserej, Ali / Jana, Amalesh / Stuedlein, Armin W. / Evans, T. Matthew (2022): Effect of strain history on the monotonic and cyclic response of natural and reconstituted silts. Dans: Soil Dynamics and Earthquake Engineering, v. 160 (septembre 2022).

    https://doi.org/10.1016/j.soildyn.2022.107329

  11. Basu, Devdeep / Montgomery, Jack / Stuedlein, Armin W. (2022): Observations and challenges in simulating post-liquefaction settlements from centrifuge and shake table tests. Dans: Soil Dynamics and Earthquake Engineering, v. 153 (février 2022).

    https://doi.org/10.1016/j.soildyn.2021.107089

  12. Khosravi, Ali / Stuedlein, Armin W. / Higgins, Christopher (2021): New Formulation for Estimating the Moment Capacity of Rocking Shallow Foundations Resting on Partially Saturated Soil. Dans: Journal of Bridge Engineering (ASCE), v. 26, n. 11 (novembre 2021).

    https://doi.org/10.1061/(asce)be.1943-5592.0001783

  13. Xiao, Yang / Stuedlein, Armin W. / He, Xiang / Han, Fei / Evans, T. Matthew / Pan, Zhengyu / Lin, Hai / Chu, Jian / van Paassen, Leon (2021): Lateral Responses of a Model Pile in Biocemented Sand. Dans: International Journal of Geomechanics, v. 21, n. 11 (novembre 2021).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002179

  14. Strahler, Andrew W. / Stuedlein, Armin W. / Arduino, Pedro (2018): Three-Dimensional Stress-Strain Response and Stress-Dilatancy of Well-Graded Gravel. Dans: International Journal of Geomechanics, v. 18, n. 4 (avril 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001118

  15. Kraupa, Travis J. / Stuedlein, Armin W. / Mason, H. B. / Higgins, Christopher C. (2016): Engineered Ecoroof Systems: Geotechnical Considerations. Dans: Journal of Infrastructure Systems, v. 22, n. 3 (septembre 2016).

    https://doi.org/10.1061/(asce)is.1943-555x.0000302

  16. Wang, Hao / Stuedlein, Armin W. / Sinha, Arijit (2021): Dynamic response of timber pile ground improvement: 3D numerical simulations. Dans: Soil Dynamics and Earthquake Engineering, v. 143 (avril 2021).

    https://doi.org/10.1016/j.soildyn.2021.106614

  17. Gao, Hongmei / Xia, Shuangshuang / Chen, Fangyuan / Stuedlein, Armin W. / Li, Xue / Wang, Zhihua / Shen, Zhifu / Chen, Xinmin (2021): Dynamic shear modulus and damping of cemented and uncemented lightweight expanded clay aggregate (LECA) at low strains. Dans: Soil Dynamics and Earthquake Engineering, v. 142 (mars 2021).

    https://doi.org/10.1016/j.soildyn.2020.106555

  18. Huffman, Jonathan C. / Strahler, Andrew W. / Stuedlein, Armin W. (2015): Reliability-based serviceability limit state design for immediate settlement of spread footings on clay. Dans: Soils and Foundations, v. 55, n. 4 (août 2015).

    https://doi.org/10.1016/j.sandf.2015.06.012

  19. Stuedlein, Armin W. / Huffman, Jonathan C. / Reddy, Seth (2014): Reliability-based ultimate limit state design of spread footings on aggregate-pier-reinforced clay. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 167, n. 4 (novembre 2014).

    https://doi.org/10.1680/grim.13.00042

  20. Li, Wenwen / Stuedlein, Armin W. / Chen, Yumin / Liu, Hanlong / Cheng, Zhao (2019): Response of pile groups with X and circular cross-sections subject to lateral spreading: 3D numerical simulations. Dans: Soil Dynamics and Earthquake Engineering, v. 126 (novembre 2019).

    https://doi.org/10.1016/j.soildyn.2019.105774

  21. Li, Wenwen / Chen, Yumin / Stuedlein, Armin W. / Liu, Hanlong / Zhang, Xinlei / Yang, Yaohui (2018): Performance of X-shaped and circular pile-improved ground subject to liquefaction-induced lateral spreading. Dans: Soil Dynamics and Earthquake Engineering, v. 109 (juin 2018).

    https://doi.org/10.1016/j.soildyn.2018.03.022

  22. Xiao, Peng / Liu, Hanlong / Xiao, Yang / Stuedlein, Armin W. / Evans, T. Matthew (2018): Liquefaction resistance of bio-cemented calcareous sand. Dans: Soil Dynamics and Earthquake Engineering, v. 107 (avril 2018).

    https://doi.org/10.1016/j.soildyn.2018.01.008

  23. Ching, Jianye / Phoon, Kok-Kwang / Stuedlein, Armin W. / Jaksa, Mark (2019): Identification of sample path smoothness in soil spatial variability. Dans: Structural Safety, v. 81 (novembre 2019).

    https://doi.org/10.1016/j.strusafe.2019.101870

  24. Meskele, Tadesse / Stuedlein, Armin W. (2014): Analysis of a 610-mm-Diameter Pipe Installed Using Pipe Ramming. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 28, n. 4 (août 2014).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000463

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