Publications
Theme I: Soil dynamics and earthquake engineering: from theory to practice
Wei, X., and Yang, J. (2023). Characterising the effect of particle size disparity on liquefaction resistance of non-plastic silty sands from a critical state perspective. Géotechnique, 73(4), 323-336.
doi: https://doi.org/10.1680/jgeot.21.00145 (PDF)
Liu, X., Qin, Z. and Yang, J. (2023). Undrained cyclic behaviour of loess with initial shear stress: A focus on failure mode. Soil Dyanmics and Earthquake Engineering, 171, 107971.
doi: https://doi.org/10.1016/j.soildyn.2023.107971 (PDF)
Wu, M., Tian, W., Liu, F. and Yang, J. (2023). Dynamic behavior of geocell-reinforced rubber sand mixtures under cyclic simple shear loading. Soil Dynamics and Earthquake Engineering, 164, 107595.
doi: https://doi.org/10.1016/j.soildyn.2022.107595 (PDF)
Wu, M., Liu, F. and Yang, J. (2022). Seismic response of stratified rock slopes due to incident P and SV waves using a semi-analytical approach. Engineering Geology, 301, 106594.
doi: https://doi.org/10.1016/j.enggeo.2022.106594 (PDF)
Chen, G., Wang, Y., Zhao, D., Zhao, K. and Yang, J. (2021). A new effective stress method for nonlinear site response analyses. Earthquake Engineering and Structural Dynamics, 50, 1595-1611.
doi: 10.1002/eqe.3414 (PDF)
Chen, G., Ma, W., Qin, Y., Zhao, K. and Yang, J. (2021). Liquefaction susceptibility of saturated coral sand subjected to various patterns of principal stress rotation. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 147(9), 04021093.
doi: 10.1061/(ASCE)GT.1943-5606.0002590 (PDF)
Chen, G.X., Wu, Q., Zhao, K., Shen, Z. and Yang, J. (2020). A binary packing material-based procedure for evaluating soil liquefaction triggering during earthquakes. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 146(6), 04020040.
doi: 10.1061/(ASCE)GT.1943-5606.0002263. (PDF)
Lyu, H.M., Shen, S.L., Yang, J. and Zhou, A. (2020). Risk assessment of earthquake-triggered geohazards surrounding Wenchuan, China. Natural Hazards Review, ASCE, 21(3), 05020007.
doi: 10.1061/(ASCE)NH.1527-6996.0000375. (PDF)
Wei, X. and Yang, J. (2019). Characterizing the effects of fines on the liquefaction resistance of silty sands. Soils and Foundations, 59(6), 1800-1812.
doi: 10.1016/j.sandf.2019.08.010. (PDF)
Gao, G., Yao, S., Yang, J. and Chen, J. (2019). Investigating ground vibration induced by moving train loads on unsaturated ground using 2.5D FEM. Soil Dynamics and Earthquake Engineering, 124, 72-85.
doi: 10.1016/j.soildyn.2019.05.034. (PDF)
Wei, X. and Yang, J. (2019). Cyclic behavior and liquefaction resistance of silty sands with presence of initial static shear stress. Soil Dynamics and Earthquake Engineering, 122, 274-289.
doi: 10.1016/j.soildyn.2018.11.029. (PDF)
Liu, X. and Yang, J. (2018). Influence of size disparity on small-strain shear modulus of sand-fines mixtures. Soil Dynamics and Earthquake Engineering, 115, 217-224.
doi: 10.1016/j.soildyn.2018.08.011. (PDF)
Liu, X., Yang, J., Wang, G. and Chen, L. (2016). Small-strain shear modulus of volcanic granular soil: an experimental investigation. Soil Dynamics and Earthquake Engineering, 86, 15-24.
doi: 10.1016/j.soildyn.2016.04.005. (PDF)
Yang, J. and Liu, X. (2016). Shear wave velocity and stiffness of sand: the role of non-plastic fines. Géotechnique, 66(6), 500-514.
doi: 10.1680/jgeot.16.D.006. (PDF)
Wang, G.H., Zhang, D.X., Furuya, G. and Yang, J. (2014). Pore-pressure generation and fluidization in a loess landslide triggered by the 1920 Haiyuan Earthquake, China: A case study. Engineering Geology, 174, 36-45.
doi: 10.1016/j.enggeo.2014.03.006. (PDF)
Yang, J. and Yan, X.R. (2009b). Factors affecting site response to multi-directional earthquake loading. Engineering Geology, 107, 77-87.
doi: 10.1016/j.enggeo.2009.04.002. (PDF)
Yang, J. and Yan, X.R. (2009a). Site response to multi-directional earthquake loading: A practical procedure. Soil Dynamics and Earthquake Engineering, 29, 710-721.
doi: 10.1016/j.soildyn.2008.07.008. (PDF)
Di, Y., Yang, J. and Sato, T. (2008). Seismic performance of a river dike improved by sand compaction piles. Journal of Performance of Constructed Facilities, ASCE, 22(6), 381-390.
doi: 10.1061/(ASCE)0887-3828(2008)22:6(381). (PDF)
Yang, J. (2007). On seismic landslide hazard assessment. Géotechnique, 57(8), 707-713.
doi: 10.1680/geot.2007.57.8.707. (PDF)
Li, J.B., Yang, J. and Lin, G. (2007). A stepwise damping-solvent extraction method for large-scale dynamic soil-structure interaction analysis in time domain. International Journal for Numerical and Analytical Methods in Geomechanics, 32, 415-436.
doi: 10.1002/nag.631. (PDF)
Yang, J., Li, J.B. and Lin, G. (2006). A simple approach to integration of acceleration data for dynamic soil-structure interaction analysis. Soil Dynamics and Earthquake Engineering, 26(8), 725-734.
doi: 10.1016/j.soildyn.2005.12.011. (PDF)
Yang, J. (2006). Frequency-dependent amplification of unsaturated surface soil layer. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 132(4), 526-531.
doi: 10.1061/(ASCE)1090-0241(2006)132:4(526). (PDF)
Yang, J. (2005). Rayleigh surface waves in an idealized partially saturated soil. Géotechnique, 55(5), 409-414.
doi: 10.1680/geot.2005.55.5.409. (PDF)
Yang, J. (2004). Reappraisal of vertical motion effects on soil liquefaction. Géotechnique, 54(10), 671-676.
doi: 10.1680/geot.2004.54.10.671. (PDF)
Yang, J. (2002). Saturation effects of soil on ground motion at free surface due to incident SV waves. Journal of Engineering Mechanics, ASCE, 128(12), 1295-1303.
doi: 10.1061/(ASCE)0733-9399(2002)128:12(1295). (PDF)
Yang, J., Sato, T., Savidis, S. and Li, X.S. (2002). Horizontal and vertical components of ground motions at liquefiable sites. Soil Dynamics and Earthquake Engineering, 22(3), 229-240.
doi: 10.1016/S0267-7261(02)00010-6. (PDF)
Yang, J. (2001). Saturation effects on horizontal and vertical motions in a layered soil-bedrock system due to inclined SV waves. Soil Dynamics and Earthquake Engineering, 21(6), 527-536.
doi: 10.1016/S0267-7261(01)00015-X. (PDF)
Yang, J. and Sato, T. (2001). Analytical study of saturation effects on seismic vertical amplification of a soil layer. Géotechnique, 51(2), 161-165.
doi: 10.1680/geot.2001.51.2.161. (PDF)
Yang, J., Sato, T. and Li, X.S. (2000). Nonlinear site effects on strong ground motion at a reclaimed island. Canadian Geotechnical Journal, 37(1), 26-39.
doi: 10.1139/t99-092. (PDF)
Yang, J. and Sato, T. (2000). Interpretation of seismic vertical amplification observed at an array site. Bulletin of the Seismological Society of America, 90(2), 275-285.
doi: 10.1785/0119990068. (PDF)
Yang, J. (1999). Importance of flow condition on seismic waves at a saturated porous solid boundary. Journal of Sound and Vibration, 221(3), 391-413.
doi: 10.1006/jsvi.1998.2036. (PDF)
Yang, J. and Sato, T. (1998). Influence of viscous coupling on seismic reflection and transmission in saturated porous media. Bulletin of the Seismological Society of America, 88(5), 1289-1299.
Theme II: Mechanical behavior of geomaterials: advanced testing and modeling
Wu, M., Liu, F., and Yang, J. (2023). Stress-strain-strength behavior of geosynthetic reinforced rubber-sand mixtures. Acta Geotechnica, 1-12.
doi: https://doi.org/10.1007/s11440-023-01868-7 (PDF)
Liang, K., Chen, G., Du, X., Xu, C. and Yang, J. (2023). A Unified formula for small-strain shear modulus of sandy soils based on extreme void ratios. Journal of Geotechnical and Geoenvironmental Engineering, 149(2).
doi: https://doi.org/10.1061/JGGEFK.GTENG-10913 (PDF)
Yang, J., Liang, L.B. and Chen, Y. (2022). Instability and liquefaction flow slide of granular soils: the role of initial shear stress. Acta Geotechnica, 17(2), 1-15.
doi: https://doi.org/10.1007/s11440-021-01200-1 (PDF)
Dai, B.B., Li, T.Q., Deng, L.J., Yang, J. and Yuan, W.H. (2022). Fabric effect on the angle of repose in granular materials. Powder Technology, 400, 117256.
doi: https://doi.org/10.1016/j.powtec.2022.117256 (PDF)
Dai, B.B., Yang, J., Liu, F.T., Tang, C.S. and Li, T.Q. (2022). Morphological description of desiccation cracks in soils: insights from the perspective of anisotropy. Bulletin of Engineering Geology and the Environment, 81(3), 94.
doi: https://doi.org/10.1007/s10064-022-02600-7 (PDF)
Chen, G., Liang, K., Zhao, K. and Yang, J. (2022). Shear modulus and damping ratio of saturated coral sand under generalised cyclic loadings. Géotechnique, Ahead of Print.
doi: https://doi.org/10.1680/jgeot.21.00181
Dai, B.B., Wu, F.Y., Zhong, W.T., Shi, Y.H., Qin, J.T., Yang, J.J. and Yang, J. (2022). Particle sorting in scree slopes: Characterization and interpretation from the micromechanical perspective. Journal of Geophysical Research: Earth Surface, 127, e2021JF006372.
doi: https://doi.org/10.1029/2021JF006372 (PDF)
Tang, X. and Yang, J. (2021). Wave propagation in granular material: What is the role of particle shape? Journal of the Mechanics and Physics of Solids, 157, 104605.
doi: https://doi.org/10.1016/j.jmps.2021.104605 (PDF)
Wei, X., Chen, Y. and Yang, J. (2020). A unified critical state constitutive model for cyclic behavior of silty sands. Computers and Geotechnics, 127, 103706.
doi: 10.1016/j.compgeo.2020.103760. (PDF)
Chen, G., Wu, Q., Zhou, Z., Ma, W., Chen, W., Khoshnevisan, S. and Yang, J. (2020). Undrained anisotropy and cyclic resistance of saturated silt subjected to various patterns of principal stress rotation. Géotechnique, 70(4): 317–331.
doi: 10.1680/jgeot.18.P.180. (PDF)
Wei, X., Yang, J., Zhou, Y. and Chen, Y. (2020). Influence of particle-size disparity on cyclic liquefaction resistance of silty sands. Géotechnique Letters, 10, 1-7.
doi: 10.1680/jgele.19.00076. (PDF)
Liu, D., Lourenco, S.D.N. and Yang, J. (2019). Critical state of polymer-coated sands. Géotechnique, 69(9), 841-846.
doi: 10.1680/jgeot.18.P.015. (PDF)
Wei, X. and Yang, J. (2019). A critical state constitutive model for clean and silty sand. Acta Geotechnica, 14(2), 329-345.
doi: 10.1007/s11440-018-0675-0. (PDF)
Liu, X. and Yang, J. (2018). Shear wave velocity in sand: effect of grain shape. Géotechnique, 68(8), 742-748.
doi: 10.1680/jgeot.17.T.011. (PDF)
Gu, X., Hu, J., Huang, M.S. and Yang, J. (2018). Discrete element analysis on the K0 of granular soil and its relation to small strain shear stiffness. International Journal of Geomechanics, ASCE, 18(3), 06018003.
doi: 10.1061/(ASCE)GM.1943-5622.0001102. (PDF)
Yang, J. and Luo, X.D. (2018). The critical state friction angle of granular materials: does it depend on grading. Acta Geotechnica, 13(3), 535-547.
doi: 10.1007/s11440-017-0581-x. (PDF)
Yang, J., Liu, X., Guo, Y. and Liang, L.B. (2018). A unified framework for evaluating in situ state of sand with varying fines content. Géotechnique, 68(2), 177-183.
doi: 10.1680/jgeot.16.P.254. (PDF)
Dai, B.B., Yang, J. and Zhou, C.Y. (2017). Micromechanical origin of angle of repose in granular materials. Granular Matter, 19, 24. DOI: 10.1007/s10035-017-0709-6.
doi: 10.1007/s10035-017-0709-6. (PDF)
Dai, B. and Yang, J. (2017). Shear strength of assemblies of frictionless particles. International Journal of Geomechanics, ASCE, 17(11), 04017102-1.
doi: 10.1061/(ASCE)GM.1943-5622.0001005. (PDF)
Dai, B.B., Yang, J., Zhou, C.Y. and Luo, X.D. (2016). DEM investigation on the effect of sample preparation on the shear behavior of granular soil. Particuology, 25, 111-121.
doi: 10.1016/j.partic.2015.03.010. (PDF)
Dai, B.B., Yang, J. and Zhou, C.Y. (2016). Observed effects of inter-particle friction and particle size on shear behavior of granular materials. International Journal of Geomechanics, ASCE, 16(1), 04015011.
doi: 10.1061/(ASCE)GM.1943-5622.0000520. (PDF)
Yang, J. and Luo, X.D. (2015). Exploring the relationship between critical state and particle shape for granular materials. Journal of the Mechanics and Physics of Solids, 84, 196-213.
doi: 10.1016/j.jmps.2015.08.001. (PDF)
Gu, X.Q., Yang, J., Huang, M.S. and Gao, G.Y. (2015). Bender element tests in dry and saturated sand: Signal interpretation and result comparison. Soils and Foundations, 55(5), 951-962.
doi: 10.1016/j.sandf.2015.09.002. (PDF)
Dai, B., Yang, J. and Luo, X. (2015). A numerical analysis of the shear behavior of granular soil with fines. Particuology, 21, 160-172.
doi: 10.1016/j.partic.2014.08.010. (PDF)
Yang, J., Wei, L.M. and Dai, B.B. (2015). State variables for silty sands: global void ratio or skeleton void ratio? Soils and Foundations, 55(1), 99-111.
doi: 10.1016/j.sandf.2014.12.008. (PDF)
Wei, L.M. and Yang, J. (2014). On the role of grain shape in static liquefaction of sand-fines mixtures. Géotechnique, 64(9), 740-745.
doi: 10.1680/geot.14.T.013. (PDF)
Sze, H.Y. and Yang, J. (2014). Failure modes of sand in undrained cyclic loading: Impact of sample preparation. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 140(1), 152-169.
doi: 10.1061/(ASCE)GT.1943-5606.0000971. (PDF)
Gu, X.Q., Yang, J. and Huang, M.S. (2013). Laboratory measurement of small strain properties of dry sands by bender element. Soils and Foundations, 53(5), 735-745.
doi: 10.1016/j.sandf.2013.08.011. (PDF)
Yang, Z.X., Yang, J. and Wang, L.Z. (2013). Micro-scale modeling of anisotropy effects on undrained behavior of granular soils. Granular Matter, 15(5), 557-572.
doi: 10.1007/s10035-013-0429-5. (PDF)
Gu, X.Q., Yang, J. and Huang, M.S. (2013). DEM simulations of the small strain stiffness of granular soils: effect of stress ratio. Granular Matter, 15(3), 287-298.
doi: 10.1007/s10035-013-0407-y. (PDF)
Gu, X.Q. and Yang, J. (2013). A discrete element analysis of elastic properties of granular materials. Granular Matter, 15(2), 139-147.
doi: 10.1007/s10035-013-0407-y. (PDF)
Yang, J. and Gu, X.Q. (2013). Shear stiffness of granular material at small strains: does it depend on grain size? Géotechnique, 63(2), 165-179.
doi: 10.1680/geot.11.P.083. (PDF)
Zhang, F., Wang, G.H., Kamai, T., Chen, W., Zhang, D. and Yang, J. (2013). Undrained shear behavior of saturated loess at different concentrations of sodium chlorate solution. Engineering Geology, 155, 69-79.
doi: 10.1016/j.enggeo.2012.12.018. (PDF)
Yang, J. and Wei, L.M. (2012). Collapse of loose sand with the addition of fines: the role of particle shape. Géotechnique, 62(12), 1111-1125.
doi: 10.1680/geot.11.P.062. (PDF)
Yang, Z.X., Yang, J. and Wang, L.Z. (2012). On the influence of inter-particle friction and dilatancy in granular materials: a numerical analysis. Granular Matter, 14(3), 433-447.
doi: 10.1007/s10035-012-0348-x. (PDF)
Yang, J. and Sze, H.Y. (2011). Cyclic strength of sand under sustained shear stress. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 137(12), 1275-1285.
doi: 10.1061/(ASCE)GT.1943-5606.0000541. (PDF)
Yang, J. and Dai, B.B. (2011). Is the quasi-steady state a real behaviour? - A micromechanical perspective. Géotechnique, 61(2), 175-184.
doi: 10.1680/geot.8.P.129. (PDF) (PDF)
Yang, J. and Sze, H.Y. (2011). Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions. Géotechnique, 61(1), 59-73.
doi: 10.1680/geot.9.P.019. (PDF)
Liu, J., Wang, G., Kamai, T. Zhang, F., Yang, J. and Shi, B. (2011). Static liquefaction behavior of saturated fiber-reinforced sand in undrained ring-shear tests. Geotextiles and Geomembranes, 29, 98-107.
doi: 10.1016/j.geotexmem.2011.03.002. (PDF)
Qian, J.G., Yang, J. and Huang, M.S. (2008). Three-dimensional non-coaxial plasticity modelling of shear band formation in geomaterials. Journal of Engineering Mechanics, ASCE, 134(4), 322-329.
doi: 10.1061/(ASCE)0733-9399(2008)134:4(322). (PDF)
Yang, Z.X., Li, X.S. and Yang, J. (2008). Quantifying and modelling fabric anisotropy of granular soils. Géotechnique, 58(4), 237-248.
doi: 10.1680/geot.2008.58.4.237. (PDF)
Yang, Z.X., Li, X.S. and Yang, J. (2007). Undrained anisotropy and rotational shear in granular soil. Géotechnique, 57(4), 371-384.
doi: 10.1680/geot.2007.57.4.371. (PDF)
Di, Y., Yang, J. and Sato, T. (2007). An operator-split ALE model for large deformation analysis of geomaterials. International Journal for Numerical and Analytical Methods in Geomechanics, 31, 1375-1399.
Yang, J. (2005). Pore pressure coefficient for soil and rock and its relation to compressional wave velocity. Géotechnique, 55(3), 251-256.
doi: 10.1680/geot.2005.55.3.251. (PDF)
Yang, J., Savidis, S. and Roemer, M. (2004). Evaluating liquefaction strength of partially saturated sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(9), 975-979.
doi: 10.1061/(ASCE)1090-0241(2004)130:9(975). (PDF)
Yang, J. and Li, X.S. (2004). State-dependent strength of sands from the perspective of unified modeling. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(2), 186-198.
doi: 10.1061/(ASCE)1090-0241(2004)130:2(186). (PDF)
Yang, J. (2002). Non-uniqueness of flow liquefaction line for loose sand. Géotechnique, 52(10), 757-760.
doi: 10.1680/geot.2002.52.10.757. (PDF)
Yang, J. (2002). Liquefaction resistance of sand in relation to P-wave velocity. Géotechnique, 52(4), 295-298.
doi: 10.1680/geot.2002.52.4.295. (PDF)
Yang, J. and Sato, T. (2000). Computation of individual contributions of two compression waves in vibration of water saturated soils. Computers and Geotechnics, 27(2), 79-100.
doi: 10.1016/S0266-352X(00)00012-4. (PDF)
Li, X.S., Yang, J. and Liu, H.L. (1998). Differentiation of noisy experimental data for nonlinear stress strain behavior. Journal of Engineering Mechanics, ASCE, 124(7), 705-712.
doi: 10.1061/(ASCE)0733-9399(1998)124:7(705). (PDF)
Theme III: Offshore and onshore foundation systems: innovative analysis and testing
Ma, Y. and Yang, J. (2023). Earth pressure distribution on laterally loaded offshore monopiles. Ocean Engineering, 273, 113954.
doi: https://doi.org/10.1016/j.oceaneng.2023.113954 (PDF)
Yang, S., Yang, K., Deng, X. and Yang, J. (2023). Smart cooperative control scheme for large-scale wind farms based on a double-layer machine learning framework. Energy Conversion and Management, 285, 116949.
doi: https://doi.org/10.1016/j.enconman.2023.116949 (PDF)
Hu, M.J., Feng, W.Q. and Yang, J. (2023). Theoretical analysis for thermal consolidation of marine sediments with depth variability subjected to time-dependent loading and heating. Ocean Engineering, 273, 113894.
doi: https://doi.org/10.1016/j.oceaneng.2023.113894 (PDF)
Ma, H., Chang, X., Deng, Y. and Yang, J. (2022). A simplified method for estimating the permanent accumulated rotation of an offshore wind turbine monopile throughout its design life. Ocean Engineering, 265, 112664.
doi: https://doi.org/10.1016/j.oceaneng.2022.112664 (PDF)
Yang, S., Deng, X. and Yang, J. (2022). Modeling of soil-pile-structure interaction for dynamic response of standalone wind turbines. Renewable Energy, 186, 394-410.
doi: https://doi.org/10.1016/j.renene.2021.12.066 (PDF)
Ma, H., Lu, Z., Li, Y., Chen, C. and Yang, J. (2021). Permanent accumulated rotation of offshore wind turbine monopile due to typhoon-induced cyclic loading. Marine Structures, 80, 103079.
doi: https://doi.org/10.1016/j.marstruc.2021.103079 (PDF)
Ma, H.W. and Yang, J. (2020). A novel hybrid monopile foundation for offshore wind turbines. Ocean Engineering, 198, 106963.
doi: https://doi.org/10.1016/j.oceaneng.2020.106963 (PDF)
Lyu, H.M., Shen, S.L., Zhou, A. and Yang, J. (2020). Risk assessment of mega-city infrastructures related to land subsidence using improved trapezoidal FAHP. Science of The Total Environment, 717, 135310.
doi: https://doi.org/10.1016/j.scitotenv.2019.135310 (PDF)
Lyu, H.M., Shen, S.L., Zhou, A. and Yang, J. (2019). Perspectives for flood risk assessment and management for mega-city metro system. Tunnelling and Underground Space Technology, 84, 31-44.
doi: 10.1016/j.tust.2018.10.019. (PDF)
Wu, Y., Gao, Y., Zhang, L.M. and Yang, J. (2019). How the distribution characteristics of soil property affect probabilistic foundation settlement: from the view of the first four statistical moments. Canadian Geotechnical Journal, 57(4), 595-607.
doi: 10.1139/cgj-2019-0089. (PDF)
Wu, Y., Zhou, X., Gao, Y., Zhang, L.M. and Yang, J. (2019). Effect of soil variability on bearing capacity accounting for non-stationary characteristics of undrained shear strength. Computers and Geotechnics, 110, 199-210. DOI: 10.1016/j.compgeo.2019.02.003.
doi: 10.1016/j.compgeo.2019.02.003. (PDF)
Lyu, H.M., Shen, S.L., Yang, J. and Yin, Z.Y. (2019). Inundation analysis of metro systems with the storm water management model incorporated into a geographical information system: a case study in Shanghai. Hydrology and Earth System Sciences, 23(10), 4293-4307.
doi: 10.5194/hess-23-4293-2019. (PDF)
Wu, H.N., Shen, S.L., Yang, J. and Zhou, A. (2018). Soil-tunnel interaction modelling for shield tunnels considering shearing dislocation in longitudinal joints. Tunnelling and Underground Space Technology, 78, 168-177.
doi: 10.1016/j.tust.2018.04.009. (PDF)
Ma, H.W, Yang, J. and Chen, L.Z. (2018). Effect of scour on the structural response of an offshore wind turbine supported on tripod foundation. Applied Ocean Research, 73: 179-189.
doi: 10.1016/j.apor.2018.02.007. (PDF)
Wu, H.N., Shen, S.L. and Yang, J. (2017). Identification of tunnel settlement caused by land subsidence in soft deposit of Shanghai. Journal of Performance of Constructed Facilities, ASCE, 31(6), 04017092.
doi: 10.1061/(ASCE)CF.1943-5509.0001082. (PDF)
Ma, H.W., Yang, J. and Chen, L.Z. (2017). Numerical analysis of the long-term performance of offshore wind turbines supported by monopiles. Ocean Engineering, 136, 94-105.
doi: 10.1016/j.oceaneng.2017.03.019. (PDF)
Du, Y., Song, C., Chen, L. and Yang, J. (2016). PS wave based parallel seismic test for pile length assessment. Soils and Foundations, 56(3), 440-448.
doi: 10.1016/j.sandf.2016.04.010. (PDF)
Shen, S.L., Wang, Z.F., Yang, J. and Ho, C.E. (2013). Generalized approach for prediction of jet grout column diameter. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 139(12), 2060-2069.
doi: 10.1061/(ASCE)GT.1943-5606.0000932. (PDF)
Yu, F. and Yang, J. (2012). Base capacity of open-ended steel pipe piles in sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 138(9), 1116-1128.
doi: 10.1061/(ASCE)GT.1943-5606.0000667. (PDF)
Yu, F. and Yang, J. (2012). Improved evaluation of interface friction on steel pipe pile in sand. Journal of Performance of Constructed Facilities, ASCE, 26(2), 170-179.
doi: 10.1061/(ASCE)CF.1943-5509.0000256. (PDF)
Yang, J. and Mu, F. (2011). Relating the maximum radial stress on pile shaft to pile base resistance. Géotechnique, 61(12), 1087-1092.
doi: 10.1680/geot.10.T.006. (PDF)
Yang, J. and Mu, F. (2008). Use of state-dependent strength in estimating end bearing capacity of piles in sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 134(7), 1010-1014.
doi: 10.1061/(ASCE)1090-0241(2008)134:7(1010). (PDF)
Yang, J. (2006). Influence zone for end bearing of piles in sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 132(9), 1229-1237.
doi: 10.1006/jsvi.1998.2036. (PDF)
Yang, J., Tham, L.G., Lee, P.K.K., Chan, S.T. and Yu, F. (2006). Behaviour of jacked and driven piles in sandy soil. Géotechnique, 56(4), 245-259.
doi: 10.1680/geot.2006.56.4.245. (PDF)
Yang, J., Tham, L.G., Lee, P.K.K. and Yu, F. (2006). Observed performance of long steel H-piles jacked into sandy soils. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 132(1), 24-35.
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