Chiou, J.S.*, Chiang, Y.L., and Ng, J.L. (2025, Dec). Experimental design and theoretical drag formulation for measuring non-Newtonian viscosity of liquefied soil using pulling ball tests. Ocean Engineering, 342, Part 1, 122768. (SCI). DOI: https://doi.org/10.1016/j.oceaneng.2025.122768
Ho, C.E., and Chiou, J.S.* (2025, Nov). Theoretical solutions of lateral response of a scoured fixed-head pile in elastoplastic soil considering plastic hinging. Acta Geotechnica, 20(11), 5769–5783. (SCI). DOI: https://doi.org/10.1007/s11440-025-02716-6
Chen, P.C., and Chiou, J.S.* (2025, Apr). Improved mode superposition method for hydrodynamic analysis of underwater piles under seismic excitations. Ocean Engineering, 323, 120537. (SCI). DOI: https://doi.org/10.1016/j.jcsr.2024.109269
Chiou, J.S.*, Hsu, Y.M., and Ho, C.E. (2024, Sep). Critical liquefied soil thickness for response patterns of piles in inclined liquefied ground overlain by nonliquefied crust. Earthquake Engineering and Structural Dynamics, 53, 3630–3648. (SCI). DOI: https://doi.org/10.1002/eqe.4190
Chiou, J.S.*, Lee, Y.W., and Chen, P.C. (2024, Jun). Improved pseudostatic analysis of pile response to seismic ground movement: Multiple characteristic ground displacement profiles. Soil Dynamics and Earthquake Engineering, 181, 108659. (SCI). DOI: https://doi.org/10.1016/j.soildyn.2024.108659
Chiou, J.S.*, Chen, C.L., Ng, J.L., and Hsu, Y.M. (2024, Mar). A practical lateral spreading pressure model for piles in inclined liquefied ground. Engineering Structures, 303, 117524. (SCI). DOI: https://doi.org/10.1016/j.engstruct.2024.117524
Chiou, J.S.*, Lee, Y.W., and Ho, C.E. (2024, Mar). Numerical investigation of response mechanisms of a single pile under ground deformation and rupture induced by reverse faulting. Journal of GeoEngineering, 19(1), 1-16. (EI). DOI: http://dx.doi.org/10.6310/jog.202403_19(1).1
Chiou, J.S.*, Lee, T.C., and Natalin, M.D. (2023, Nov). Development of a pseudostatic method for seismic performance evaluation of rocking bridge foundations. Earthquake Engineering and Structural Dynamics, 52, 4376-4394. (SCI). DOI: https://doi.org/10.1002/eqe.3959
Chiou, J.S.*, and Ho, C.E. (2023, Oct). Theoretical investigation of the displacement ductility capacity of scoured fixed-head piles in cohesive soil. Engineering Structures, 293, 116640. (SCI). DOI: https://doi.org/10.1016/j.engstruct.2023.116640
Chiou, J.S.*, Hung, W.Y., Lee, Y.T., and Young, Z.H. (2023, Feb). Corrigendum to “Combined dynamic structure-pile-soil interaction analysis considering inertial and kinematic effects”. Computers and Geotechnics, 154, 105193. (SCI). DOI: https://doi.org/10.1016/j.compgeo.2022.105193
Chiou, J.S.*, and Ng, J.L. (2022, Dec). Investigation of Newtonian and non-Newtonian Bingham fluid models for lateral flow simulation of liquefied soil. Ocean Engineering, 266, 112990. (SCI). DOI: https://doi.org/10.1016/j.oceaneng.2022.112990
Chiou, J.S.*, and Chien, H.Y. (2022, Oct). Theoretical interaction diagrams of a laterally loaded rigid caisson considering base shear and moment resistances. Ocean Engineering, 261, 111937. (SCI). DOI: https://doi.org/10.1016/j.oceaneng.2022.111937
Chou, S.A., Chen, Y.J., Chiou, J.S., Topacio, A., and Marcos, M.C. (2022, Jul). Evaluation of lateral capacity for flexible drilled shafts in cohesionless soils. Science Progress, 105(S3), 1-30. (SCI). DOI: https://doi.org/10.1177/00368504221113195
Chiou, J.S.*, and Lin, Y.S. (2022, Jun). Axial force dependent pushover analysis model for laterally loaded piles. Journal of GeoEngineering, 17(2), 59-71. (EI). DOI: http://dx.doi.org/10.6310/jog.202206_17(2).1
Chiou, J.S.*, Fu, Y.W., and Lee, Y.W. (2022, Feb). Pseudostatic analysis for seismic responses of extended piles considering inertial and kinematic effects. Engineering Structures, 252, 113572. (SCI). DOI: https://doi.org/10.1016/j.engstruct.2021.113572
Chiou, J.S.*, Hu, W.S., and Lee, T.C. (2021, Oct). Numerical investigation of seismic performance of bridge piers with spread footings considering pier plastic hinging and footing rocking, sliding, and settlement. Engineering Structures, 245, 112821. (SCI). DOI: https://doi.org/10.1016/j.engstruct.2021.112821
Chiou, J.S.*, and Chien, H.Y. (2021, Sep). Analytical interaction diagram for lateral responses of a rigid pile in homogeneous overconsolidated clay. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 147(9), 05021008. (SCI). DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0002602
Chiou, J.S.*, and Wei, W.T. (2021, Jun). Numerical investigation of pile-head load effects on the negative skin friction development of a single pile in consolidating ground. Acta Geotechnica, 16(6), 1867-1878. (SCI). DOI: https://doi.org/10.1007/s11440-020-01134-0
Chiou, J.S.*, Huang, J.S., Chen, C.L., and Chen, C.H. (2021, Feb). Shaking table testing of two single piles of different stiffnesses subjected to liquefaction-induced lateral spreading. Engineering Geology, 281, 105956. (SCI). DOI: https://doi.org/10.1016/j.enggeo.2020.105956
Chiou, J.S.*, Hu, W.S., and Jheng, Y.W. (2021, Jan). Practical dynamic analysis model of rocking foundations under earthquake excitation. Soil Dynamics and Earthquake Engineering, 106383. (SCI). DOI: https://doi.org/10.1016/j.soildyn.2020.106383
Chiou, J.S.*, and You, J.Q. (2020, Nov). Three-dimensional finite element analysis of laterally loaded bridge caisson foundations in gravelly soil. Acta Geotechnica, 15(11), 3151-3166. (SCI). DOI: https://doi.org/10.1007/s11440-020-00979-9
Chiou, J.S.*, Hung, W.Y., Lee, Y.T., and Young, Z.H. (2020, Sep). Combined dynamic structure-pile-soil interaction analysis considering inertial and kinematic effects. Computers and Geotechnics, 125, 103671. (SCI). DOI: https://doi.org/10.1016/j.compgeo.2020.103671
Chiou, J.S.*, and You, J.Q. (2020, May). Theoretical solutions of laterally loaded fixed-head piles in elastoplastic soil considering pile-head flexural yielding. Canadian Geotechnical Journal, 57(5), 650-660. (SCI). DOI: https://doi.org/10.1139/cgj-2018-0593
Chiou, J.S.*, and Tsai, C.C. (2020, Feb). Analysis of in situ bridge columns with exposed caisson foundations in a gravel stratum under lateral loading. Advances in Structural Engineering, 23(3), 424-437. (SCI). DOI: https://doi.org/10.1177/13694332198724
Hwang, Y.W., Chiou, J.S.*, and Ge, L. (2019, Sep). Application of system identification for dynamic characteristics of rocking foundations. Journal of GeoEngineering, 14(3), 167-178. (EI). DOI: http://dx.doi.org/10.6310/jog.201909_14(3).5
Chiou, J.S. (2019, Aug). Simplified plastic settlement analysis of nonballasted slab railroad track foundations on fine-grained soil. Journal of the Chinese Institute of Engineers, 42(7), 632-642. (SCI). DOI: https://doi.org/10.1080/02533839.2019.1644201
Chiou, J.S.*, Jheng, Y.W., and Hung, H.H. (2019, Jun). Numerical simulation of bridge piers with spread footings under earthquake excitation. Earthquakes and Structures, 16(6), 691-704. (SCI). DOI: https://doi.org/10.12989/eas.2019.16.6.691
Chiou, J.S.*, Xu, Z.W., Tsai, C.C., and Hwang, J.H. (2018, May). Lateral cyclic response of an aluminum model pile in sand. Marine Georesources & Geotechnology, 36(5), 554-563. (SCI). DOI: https://doi.org/10.1080/1064119X.2017.1351504
Chiou, J.S.*, Chen, C.H., and Hwang, Y.W. (2018, Apr). Pushover and shaking table tests on a rocking-governed column-footing model on dry dense sand. Journal of the Chinese Institute of Engineers, 41(3), 247-258. (SCI). DOI: https://doi.org/10.1080/02533839.2018.1454858
Chiou, J.S.*, You, T.R., Tsai, C.C., and Hwang, J.H. (2017, Oct). Performance of laterally loaded piles in improved coal ash deposit. Soils and Foundations, 57, 882-891. (SCI). DOI: https://doi.org/10.1016/j.sandf.2017.08.019
Tsai, C.C., Chang, W.S., and Chiou, J.S. (2017, Oct). Enhancing prediction of ground response at the Turkey Flat geotechnical array. Bulletin of the Seismological Society of America, 107(5), 2043–2054. (SCI). DOI: https://doi.org/10.1785/0120160324
Chiou, J.S.*, Lin, H.S., Yeh, F.Y., and Sung, Y.C. (2016, Aug). Plastic settlement evaluation of embedded railroads under repeated train loading. Journal of GeoEngineering, 11(2), 97-107. (EI). DOI: http://dx.doi.org/10.6310/jog.2016.11(2).5
Tsai, C.C., Lin, W.C., and Chiou, J.S. (2016, Apr). Identification of dynamic soil properties through shaking table tests on a large saturated sand specimen in a laminar shear box. Soil Dynamics and Earthquake Engineering, 83, 59-68. (SCI). DOI: https://doi.org/10.1016/j.soildyn.2016.01.007
Chiou, J.S.*, Lin, C.L., and Chen, Chia-Han (2014, Mar). Exploring influence of sectional flexural yielding on experimental pile response analysis and applicability of distributed plastic hinge model in inelastic numerical simulation for laterally loaded piles. Computers and Geotechnics, 56, 40-49. (SCI). DOI: https://doi.org/10.1016/j.compgeo.2013.10.007
Chiou, J.S.*, Tai, W.L., Chen, C.H., and Chen, C.H. (2014, Mar). Lateral hysteretic behavior of an aluminum model pile in saturated loose sand. Journal of the Chinese Institute of Engineers, 37(3), 313-324. (SCI). DOI: https://doi.org/10.1080/02533839.2013.799929
Chiou, J.S.*, and Tsai, Y.C. (2014, Mar). Displacement ductility capacity assessment for a fixed-head pile in cohesionless soil. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 140(3), 06013004. (SCI). DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0001038
Ko, Y.Y., Chiou, J.S., Tsai, Y.C., Chen, C.H., Wang, H., and Wang. C.Y. (2014, Jan). An evaluation on flood resistant capacity of scoured bridges. Journal of Performance of Constructed Facilities, 28(1), 61-75. (SCI). DOI: https://doi.org/10.1061/(ASCE)CF.1943-5509.0000381
Weng, M.C., Cheng, C.C., and Chiou, J.S. (2014, Jan). Exploring the evolution of lateral earth pressure using the distinct element method. Journal of Mechanics, 30(1), 77-86. (SCI). DOI: https://doi.org/10.1017/jmech.2013.73
Wu, T.R., Wang, H., Ko, Y.Y., Chiou, J.S., Hsieh, S.C., Chen, C.H., Lin, C., Wang, C.Y., and Chuang, M.H. (2014, Jan). Forensic Diagnosis on Flood-Induced Bridge Failure, Part II- Framework of Quantitative Assessment. Journal of Performance of Constructed Facilities, 28(1), 85-95. (SCI). DOI: https://doi.org/10.1061/(ASCE)CF.1943-5509.0000393
Chiou, J.S.*, Ko, Y.Y., Hsu, S.Y., and Tsai, Y.C. (2012, Jun). Testing and analysis of a laterally loaded bridge caisson foundation in gravel. Soils and Foundations, 52(3), 562-573. (SCI). DOI: https://doi.org/10.1016/j.sandf.2012.05.013
Chiou, J.S.*, Tsai, Y.C., and Chen, C.H. (2012, Jun). Investigating influencing factors on the ductility capacity of a fixed-head reinforced concrete pile in homogeneous clay. Journal of Mechanics, 28(3), 489-498. (SCI). DOI: https://doi.org/10.1017/jmech.2012.58
Chiou, J.S.*, Tsai, Y.C., and Chen, C.H. (2011, Oct). Simple estimation for ductility capacity of a fixed-head pile in cohesive soils. Canadian Geotechnical Journal, Vol. 48, No. 10, 1449-1460. (SCI). DOI: https://doi.org/10.1139/t11-053
Huang, C.C., Horng, J.C., Chang, W.J., Chiou, J.S., and Chen, Chia-Han (2011, Jun). Dynamic behavior of reinforced slopes: horizontal displacement response. Geotextiles and Geomembrances, 29(3), 257-267. (SCI). DOI: https://doi.org/10.1016/j.geotexmem.2010.11.006
Chiou, J.S.*, Chiang, C.H., Yang, H.H., and Hsu, S.Y. (2011, May). Developing the fragility curves for a pile-supported wharf. Soil Dynamics and Earthquake Engineering, 31(5-6), 830-840. (SCI). DOI: https://doi.org/10.1016/j.soildyn.2011.01.011
Chiou, J.S.*, Yang, H.H., Chen, C.H. (2009, Sep). Use of plastic hinge model in nonlinear pushover analysis of a pile. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 135, No. 9, 1341-1346. (SCI). DOI: https://doi.org/10.1680/gein.2010.17.4.207
Chiou, J.S.*, Chen, C.H., and Chen, Y.C. (2008, Oct). Deducing pile responses and soil reactions from inclinometer data of a lateral load test. Soils and Foundations, 48(5), 609–620. (SCI). DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000015
Chiou, J.S.*, and Chen, C.H. (2007, Dec). Exact equivalent model for a laterally-loaded linear pile-soil system. Soils and Foundations, Vol. 47, No. 6, 1053-1061. (SCI). DOI: https://doi.org/10.3208/sandf.47.1053
