（一）宏微观岩土力学

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

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

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

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

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

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

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

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

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

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

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

[12] XinHuang*, 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 thecontact force network obtained in discrete element simulations of elementtests. Computational Particle Mechanics. 4(2), 147-152

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

[15] LoperaPerez, J.C., Kwok, C.Y., O'Sullivan, C., Huang, X. & Hanley, K.J.(2016) Assessing the quasi-static conditions for shearing in granular mediawithin 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 incompression 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 elasticstability analysis to explain the stress-dependent nature of soil strength.Royal Society Open Science. 2: 150038.

[18] LoperaPerez, 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 samplesize 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 theinfluence 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 ofthe influence of the intermediate stress ratio on the critical-state behaviourof granular materials. Granular Matter. 16, 641-655.

[22] Xin Huang,Kevin J Hanley, Catherine O'Sullivan*, Chung-yee Kwok. (2014) Discrete-elementmethod 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 jointsbased on multi-scale contact and percolation theories. Underground Space. 14,319-337

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

[3] Jiacong, Xie, Xin Huang*, Zixin Zhang, Guolong Jin.(2023) Cohesive zone model-based analyses of localized leakage of segmentallylined 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 advancementand segment fabrication: Principle, verification and application. UndergroundSpace, 13, 23-47.

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

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

[7] Tong Yin,Zixin Zhang, Xin Huang*, Kevin J. Hanley, T. Shire. (2021) On themorphology and pressure-filtration characteristics of filter cake formation:insight from coupled CFD–DEM simulations. Tunnelling and Underground SpaceTechnology. 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 largestormwater storage tunnel: insight from full-scale loading tests, Tunnellingand Underground Space Technology, 2020, 99: 103376.

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

[10] Yeting Zhu,Zixin Zhang, Xin Huang*, Yanfei Zhu, Shuaifeng Wang. Exploring theprogressive failure characteristics of a large special-shaped shield tunnel liningbased on 'standing' prototype loading tests, Tunnelling and Underground SpaceTechnology, 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 Characteristicsof a Large Stormwater Sewage and Storage Tunnel Using Terrestrial LaserScanning 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 shieldlining under shallowly-buried conditions. Tunnelling and Underground SpaceTechnology. 86: 34-50

[13] Zixin Zhang,Tong Yin, Xin Huang*, Daniel Dias. (2019) Slurry filtration process andfilter cake formation during shield tunnelling: Insight from coupled CFD-DEMsimulations of slurry filtration column test. Tunnelling and Underground SpaceTechnology. 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 theflexural 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 tunnelunder self-weight. Tunnelling and Underground Space Technology. 74,131-144

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

[17] Zhang, Z.X.,Liu, C., Huang, X. (2017) Numerical analysis of volume loss caused bytunnel 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 thecracking characteristics of concrete lining during prototype tests of aspecial-shaped tunnel using 3D DIC photogrammetry. European Journal ofEnvironmental 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 duringtwin-tunnel construction using the URUP method. Tunnelling and UndergroundSpace Technology,58, 133-146.

（三）岩石力学

[1] Shuaifeng,Wang, Zixin, Zhang, Xin, Huang, & Qinghua, Lei. (2023). A numericalstudy of elastic wave arrival behavior in a naturally fractured rock based on acombined displacement discontinuity-discrete fracture network model. RockMechanics 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 mechanismduring tbm tunnelling in mudstone: insight from dem simulations of rotatorycutting tests. Bulletin of Engineering Geology and the Environment, 81,298

[3] Shuaifeng,Wang, Zixin, Zhang, Xin, Huang, & Qinghua, Lei. (2022) GeneralizedBlock Theory for the Stability Analysis of Blocky Rock Mass Systems UnderSeismic 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). Numericalsimulation of fluid injection-induced fault slip in heterogeneous shaleformations. Computers and Geotechnics, 134, 104120..

[5]ShuaifengWang, Zixin Zhang, Xin Huang*, Yu Huang, Qinghua Lei. (2021) Ageneralized 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 rockblock behavior during TBM tunneling considering the TBM-block interaction. RockMechanics and Rock Engineering. 51(7):2317-2319

[7] Zixin Zhang,Jia Wu, Xin Huang*. (2017) Application of vertex chain operationalgorithm 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 duringTBM 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 testand numerical analysis on the behavior of stratified rock masses duringunderground excavation, International Journal of Rock Mechanics and MiningSciences. 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 implicationsfor 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 reeflimestone 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 reeflimestone from CT images. Marine Georesources and Geotechnology.https://doi.org/10.1080/1064119X.2023.2185170