（一）宏微观岩土力学

[1] Mingze Xu, Zixin Zhang, Xin Huang*. (2021) Identification of jamming transition: a critical appraisal. Granular Matter, 23,5

[2] Mingze Xu, Zixin Zhang, Xin Huang*, Kevin Hanley. (2021) Investigating the non-uniqueness of critical solid fraction considering boundary conditions and loading rate effects. Particuology,54, 37-49

[3] Gu X , Zhang J , Huang X*. (2020) DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework. Computers and Geotechnics, 128:103787

[4] Huang X*, Xu M , Zhang Z, Lei Q H. Characterizing stress variability within granular samples upon liquefaction. Computers and Geotechnics, 2020, 127, 103771

[5] Xiaoqiang Gu, Xiaomin Liang, Yao Shan, Xin Huang, Anthony Tessari. (2020) Discrete element modeling of shear wave propagation using bender elements in confined granular materials of different grain sizes. Computers and Geotechnics, 125, 103672

[6] Keishing J, Huang X, Hanley K J. (2020) Energy dissipation in soil samples during cyclic triaxial simulations. Computers and Geotechnics, 121, 103481

[7] Xin Huang, Qinghua Lei, Zixin Zhang, Hui Qin*. (2019) A tensor-based analysis of stress variability in granular media subjected to various loading conditions. Powder Technology, 356: 581-593

[8] Xin Huang*, Kevin J Hanley, Zixin Zhang, Chung-yee Kwok. (2019) Structural degradation of sands during cyclic liquefaction: insight from DEM simulations. Computers and Geotechnics. 2019, 114: 103139

[9] Xin Huang*, Kevin J Hanley, Zixin Zhang, Chungyee Kowk, Mingze Xu. (2019) Jamming analysis on the behaviours of liquefied sand and virgin sand subject to monotonic undrained shearing. Computers and Geotechnics. 111: 112-125

[10] Xin Huang*, Chung-yee Kwok, K.J. Hanley, Z.X. Zhang (2018) DEM analysis of the onset of flow deformation of sands: linking monotonic and cyclic undrained behaviours. Acta Geotechnica. 13(5): 1061-1074.

[11] Meng, Y, Zhu, H.J., Kwok, C.Y. , Kuo, M., Jing, L & Huang, X. (2018) Effect of coefficient of friction on arch network in shearing process under low confinement. Powder Technology. 335: 1-10

[12] Xin Huang*, Kevin J Hanley, Catherine O'Sullivan, Chung-yee Kwok. (2017). Implementation of rotational resistance models: a critical appraisal. Particuology. 34,14-23

[13] Xin Huang, Kevin J Hanley, Catherine O'Sullivan*, Chung-yee Kwok. (2017). Partition of the contact force network obtained in discrete element simulations of element tests. Computational Particle Mechanics. 4(2), 147-152

[14] Lopera Perez, J.C., Kwok, C.Y., O'Sullivan, C., Huang, X. & Hanley, K.J. (2016) Exploring the micro-mechanics of drained instability in granular materials. Géotechnique. 2016, 66(9), 725–740.

[15] Lopera Perez, J.C., Kwok, C.Y., O'Sullivan, C., Huang, X. & Hanley, K.J. (2016) Assessing the quasi-static conditions for shearing in granular media within the critical state soil mechanics framework. Soils and Foundations. 56(1): 152 - 159

[16] Hanley, K.J., O’Sullivan & Huang, X. (2015) Particle-scale mechanics of sand crushing in compression and shearing using DEM. Soils and Foundations. 2015, 55(5):1100-1112

[17] Hanley, K.J., O’Sullivan, C., Wadee, M.A. & Huang, X. (2015) Use of elastic stability analysis to explain the stress-dependent nature of soil strength. Royal Society Open Science. 2: 150038.

[18] Lopera Perez, J.C., O’Sullivan, C., Kwok, C.Y., Hanley, K.J. & Huang, X. (2015) Numerical study of one-dimensional compression in granular materials. Géotechnique Letters. 5, 96-103.

[19] Xin Huang, Kevin J Hanley, Catherine O'Sullivan*, Chung-yee Kwok. (2014) Effect of sample size on the response of DEM samples with a realistic grading. Particuology, 15, 107-115.

[20] Xin Huang, Kevin J Hanley, Catherine O'Sullivan*, Chung-yee Kwok. (2014) Exploring the influence of interparticle friction on critical state behaviour using DEM. International Journal for Numerical and Analytical Methods in Geomechanics. 38(12), 1276-1297.

[21] Xin Huang, Kevin J Hanley, Catherine O'Sullivan*, Chung-yee Kwok. (2014) DEM analysis of the influence of the intermediate stress ratio on the critical-state behaviour of granular materials. Granular Matter. 16, 641-655.

[22] Xin Huang, Kevin J Hanley, Catherine O'Sullivan*, Chung-yee Kwok. (2014) Discrete-element method analysis of the state parameter. Géotechnique. 64(12), 954-965.

（二）隧道及地下工程

[1] Jiacong Xie, Xin Huang*, Zixin Zhang, Guolong Jin. (2024) Analytical model for the sealant performance of tunnel gasketed joints based on multi-scale contact and percolation theories. Underground Space. 14, 319-337

[2] Qihang Xu, Xin Huang, Baogang Zhang, et al.(2023) TBM performance prediction using LSTM-based hybrid neural network model: Case study of Baimang River Tunnel Project in Shenzhen, China. Underground Space,11(4),130-152

[3] Jiacong, Xie, Xin Huang*, Zixin Zhang, Guolong Jin. (2023) Cohesive zone model-based analyses of localized leakage of segmentally lined tunnels. Frontiers of Structural and Civil Engineering,17, 503–521

[4] Zhu, YT; Zhu, YF; Chen, EJ; Zhai, YX; Min, R; Tang, B; Huang, X* (2023) Synchronous shield tunnelling technology combining advancement and segment fabrication: Principle, verification and application. Underground Space, 13, 23-47.

[5] Zixin Zhang, Wei Liu, Xin Huang*, Shuaifeng Wang. (2022) Exploring the three-dimensional response of water storage and sewage tunnel based on 3D finite element modelling. Tunnelling and Underground Space Technology. 120: 104269

[6] Zixin Zhang, Jiayu Li, Shuaifeng Wang, Xin Huang. (2022) A comparative numerical analysis of design variation plans for a shallow tunnel in very soft ground after a sudden accident. Engineering Failure Analysis, 141, 106674

[7] Tong Yin, Zixin Zhang, Xin Huang*, Kevin J. Hanley, T. Shire. (2021) On the morphology and pressure-filtration characteristics of filter cake formation: insight from coupled CFD–DEM simulations. Tunnelling and Underground Space Technology. 111, 103856

[8] Xin Huang, Wei Liu, Zixin Zhang*, Qianwei Zhuang, Yanfei Zhu, Qi Wang, Chung-yee Kwok; Shuaifeng Wang; Structural behavior of segmental tunnel linings for a large stormwater storage tunnel: insight from full-scale loading tests, Tunnelling and Underground Space Technology, 2020, 99: 103376.

[9] Xin Huang, Wei Liu, Zixin Zhang*, Qi Wang et al. (2019) Exploring the three-dimensional response of a water storage and sewage tunnel based on full-scale loading tests. Tunnelling and Underground Space Technology. 88:156-168

[10] Yeting Zhu, Zixin Zhang, Xin Huang*, Yanfei Zhu, Shuaifeng Wang. Exploring the progressive failure characteristics of a large special-shaped shield tunnel lining based on 'standing' prototype loading tests, Tunnelling and Underground Space Technology, 2019, 93: 103107.

[11] Zixin Zhang, Tong Yin, Xin Huang*, Fan Zhang, Yeting Zhu and Wei Liu. (2019) Identification and Visualization of the Full-Ring Deformation Characteristics of a Large Stormwater Sewage and Storage Tunnel Using Terrestrial Laser Scanning Technology. Energies. 12(7), 1304

[12] Zixin Zhang, Yeting Zhu, Xin Huang*, Yanfei Zhu, Wei Liu. (2019) ‘Standing’ full-scale loading tests on the mechanical behavior of a special shape shield lining under shallowly-buried conditions. Tunnelling and Underground Space Technology. 86: 34-50

[13] Zixin Zhang, Tong Yin, Xin Huang*, Daniel Dias. (2019) Slurry filtration process and filter cake formation during shield tunnelling: Insight from coupled CFD-DEM simulations of slurry filtration column test. Tunnelling and Underground Space Technology. 87: 64-77

[14] Zixin. Zhang, Wei Liu, Qianwei Zhuang, Xin Huang*, Shuaifeng Wang, Chi Zhang, Yeting Zhu, Chungyee Kwok. (2019) A novel testing setup for determining the flexural properties of tunnel segmental joints: Development and application. Archives of Civil and Mechanical Engineering. 19: 1-15

[15] Xin Huang, Yeting Zhu, Zixin Zhang, Yanfei Zhu, Shuaifeng Wang, Qianwei Zhuang. (2018) Mechanical behaviour of segmental lining of a sub-rectangular shield tunnel under self-weight. Tunnelling and Underground Space Technology. 74,131-144

[16] Xin Huang, Fan Zhang, Zixin. Zhang, Huiming Wu (2018) Visualization analysis of tunnel face stability during shield tunnelling in soft grounds. Environmental Earth Sciences. 77(4):132

[17] Zhang, Z.X., Liu, C., Huang, X. (2017) Numerical analysis of volume loss caused by tunnel face instability in soft soils. Environmental Earth Sciences. 76, 563

[18] Zhu, Y.T., Zhang, Z.X., Zhu, Y.F., Huang, X., Zhuang, Q.W. (2017) Capturing the cracking characteristics of concrete lining during prototype tests of a special-shaped tunnel using 3D DIC photogrammetry. European Journal of Environmental and Civil Engineering. 22(s1): 179-199

[19] Liu, C., Zhang, Z.X., Huang X., Kwok, C.Y. & Teng, L. (2016) Three-dimensional finite-element analysis on ground responses during twin-tunnel construction using the URUP method. Tunnelling and Underground Space Technology,58, 133-146.

（三）岩石力学

[1] Shuaifeng, Wang, Zixin, Zhang, Xin, Huang, & Qinghua, Lei. (2023). A numerical study of elastic wave arrival behavior in a naturally fractured rock based on a combined displacement discontinuity-discrete fracture network model. Rock Mechanics and Rock Engineering,56, 2717–2736

[2] Tang, M., Huang, X., Wang, S., Zhai, Y., Zhuang, Q., & Zhang, C. (2022). Study of the cutter-rock interaction mechanism during tbm tunnelling in mudstone: insight from dem simulations of rotatory cutting tests. Bulletin of Engineering Geology and the Environment, 81,298

[3] Shuaifeng, Wang, Zixin, Zhang, Xin, Huang, & Qinghua, Lei. (2022) Generalized Block Theory for the Stability Analysis of Blocky Rock Mass Systems Under Seismic Loads. Rock Mechanics and Rock Engineering, 55, 2747–2769

[4] Zeng, Y., Lei, Q., Wang, Z., Ding, S., Liu K., Huang X., et al. (2021). Numerical simulation of fluid injection-induced fault slip in heterogeneous shale formations. Computers and Geotechnics, 134, 104120..

[5] ShuaifengWang, Zixin Zhang, Xin Huang*, Yu Huang, Qinghua Lei. (2021) A generalized joint pyramid method for removability analysis of rock blocks: theoretical formulation and numerical implementation. Computers and Geotechnics. 132: 103972

[6] Zinxin Zhang, Shuaifeng Wang, Xin Huang*. (2018) Analysis on the evolution of rock block behavior during TBM tunneling considering the TBM-block interaction. Rock Mechanics and Rock Engineering. 51(7):2317-2319

[7] Zixin Zhang, Jia Wu, Xin Huang*. (2017) Application of vertex chain operation algorithm on topological analysis of three-dimensional fractured rock masses. Frontiers of Structural and Civil Engineering. 11(2), 187-208

[8] Zhang, Z., Wang, S., Huang, X. & Kwok, C.Y. (2017) TBM-block interaction during TBM tunnelling in rock masses: block classification and identification. International Journal of Geomechanics. 17(5), E4016001

[9] Zhang, Z.X., Xu, Y., Kulatilake, P.H.S.W. and Huang, X. (2012) Physical model test and numerical analysis on the behavior of stratified rock masses during underground excavation, International Journal of Rock Mechanics and Mining Sciences. 49: 134-147.

（四）岛礁岩土工程

[1] Junpeng Wang, Xin Huang*, Jun Xu, et al. (2023) Network analysis of pore structure of coral reef limestone and its implications for seepage flow. Engineering Geology, 318(2):107103

[2] Junpeng Wang, Xin Huang*, Jun Xu, et al. (2023) Identifying the pore structure and permeability anisotropy of coral reef limestone based on CT image analysis. Marine Georesources and Geotechnology. https://doi.org/10.1080/1064119X.2023.2243270

[3] Hanbo Wan, Xin Huang*, Junpeng Wang, et al. (2023) Importance of appropriate segmentation in pore structure analysis of coral reef limestone from CT images. Marine Georesources and Geotechnology. https://doi.org/10.1080/1064119X.2023.2185170