Publications

Broomandi, P., Geng, X., Guo, W., Pagani, A., Topping, D. and Kim, J.R. (2021). Dynamic Complex Network Analysis of PM2.5 Concentrations in the UK, Using Hierarchical Directed Graphs (V1.0.0). Sustainability, 13(4), p.2201.

Broomandi, P., Karaca, F., Guney, M., Fathian, A., Geng, X. and Kim, J.R. (2021). Destinations frequently impacted by dust storms originating from southwest Iran. Atmospheric Research, 248, p.105264.

Liu, S., Cai, Y., Sun, H., Geng, X., Shi, L. and Pan, X. (2021). Consolidation considering clogging effect under uneven strain assumption. International Journal of Geomechanics, 21(1), p.04020239.

Ni, J., Li, S.-S., Ma, L. and Geng, X.-Y. (2020). Performance of soils enhanced with eco-friendly biopolymers in unconfined compression strength tests and fatigue loading tests. Construction and Building Materials, 263, p.120039.

Sun, H., Weng, Z., Liu, S., Geng, X., Pan, X., Cai, Y. and Shi, L. (2020). Compression and consolidation behaviors of lime-treated dredging slurry under vacuum pressure. Engineering Geology, 270, p.105573.

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Zhanbo, C., Jing, N., Haotian, D. and Xueyu, G. (2020). Fall cone test on biopolymer-treated clay. E3S Web of Conferences, 195, p.03041.

Cai, Y., Xu, B., Cao, Z., Geng, X. and Yuan, Z. (2020). Solution of the ultimate bearing capacity at the tip of a pile in inclined rocks based on the Hoek-Brown criterion. International Journal of Rock Mechanics and Mining Sciences, 125, p.104140.

Zhou, W.-H., Jing, X.-Y., Yin, Z.-Y. and Geng, X. (2019). Effects of particle sphericity and initial fabric on the shearing behavior of soil–rough structural interface. Acta Geotechnica, 14(6), pp.1699–1716.

Yuan, Z., Cao, Z., Cai, Y., Geng, X. and Wang, X. (2019). An analytical solution to investigate the dynamic impact of a moving surface load on a shallowly-buried tunnel. Soil Dynamics and Earthquake Engineering, 126, p.105816.

Zhao, L.-S., Zhou, W.-H., Geng, X., Yuen, K.-V. and Fatahi, B. (2019). A closed-form solution for column-supported embankments with geosynthetic reinforcement. Geotextiles and Geomembranes, 47(3), pp.389–401.

Qiu, S., Mias, C., Guo, W. and Geng, X. (2019). HS2 railway embankment monitoring: effect of soil condition on underground signals. SN Applied Sciences, 1(6).

Zhou, W.-H., Liu, F., Yi, S., Chen, Y.-Z., Geng, X. and Zheng, C. (2019). Simultaneous stabilization of Pb and improvement of soil strength using nZVI. Science of The Total Environment, 651, pp.877–884.

Wu, M., Du, C., Yang, K., Geng, X., Liu, X. and Xia, T. (2019). A new empirical approach to estimate temperature effects on strut loads in braced excavation. Tunnelling and Underground Space Technology, 94, p.103115.

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Wang, S., Wu, W. and Cui, D. (2021). On mechanical behaviour of clastic soils: numerical simulations and constitutive modelling. Géotechnique, pp.1–38.

Zhan, L., Peng, C., Zhang, B. and Wu, W. (2021). A surface mesh represented discrete element method (SMR-DEM) for particles of arbitrary shape. Powder Technology, 377, pp.760–779.

Zhang, W., Zhong, Z., Peng, C., Yuan, W. and Wu, W. (2021). GPU-accelerated smoothed particle finite element method for large deformation analysis in geomechanics. Computers and Geotechnics, 129, p.103856.

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Liu, J., Wang, S., Jiang, M. and Wu, W. (2020). A state-dependent hypoplastic model for methane hydrate-bearing sands. Acta Geotechnica, 16(1), pp.77–91.

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Wang, S. and Wu, W. (2020). Validation of a simple hypoplastic constitutive model for overconsolidated clays. Acta Geotechnica, 16(1), pp.31–41.

Wang, S. and Wu, W. (2020). A simple hypoplastic model for overconsolidated clays. Acta Geotechnica, 16(1), pp.21–29.‌

Guo, X., Peng, C., Wu, W. and Wang, Y. (2020). Unified constitutive model for granular–fluid mixture in quasi-static and dense flow regimes. Acta Geotechnica.

Li, S., Peng, C., Wu, W., Wang, S., Chen, X., Chen, J., Zhou, G.G.D. and Chitneedi, B.K. (2020). Role of baffle shape on debris flow impact in step-pool channel: an SPH study. Landslides, 17(9), pp.2099–2111.

Yu, Y., Wu, G., Sun, H. and Geng, X. (2019). A practical consolidation solution based on the time-dependent discharge rate around PVDs. Transportation Geotechnics, 20, p.100241.

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‌Wang, S., Wu, W., Zhang, D. and Kim, J.R. (2020). Extension of a basic hypoplastic model for overconsolidated clays. Computers and Geotechnics, 123, p.103486.

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Wang, S., Wang, J., Wu, W., Cui, D., Su, A. and Xiang, W. (2020). Creep properties of clastic soil in a reactivated slow-moving landslide in the Three Gorges Reservoir Region, China. Engineering Geology, 267, p.105493.

‌Liang, J., Lu, D., Du, X., Wu, W. and Ma, C. (2020). Non-orthogonal elastoplastic constitutive model for sand with dilatancy. Computers and Geotechnics, 118, p.103329.

Liang, J., Lu, D., Zhou, X., Du, X. and Wu, W. (2019). Non-orthogonal elastoplastic constitutive model with the critical state for clay. Computers and Geotechnics, 116, p.103200.

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Schenato, L., Galtarossa, A., Pasuto, A. and Palmieri, L. (2020). Distributed optical fiber pressure sensors. Optical Fiber Technology, 58, p.102239.

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Li, Y., Utili, S., Milledge, D., Chen, L. and Yin, K. (2021). Chasing a complete understanding of the failure mechanisms and potential hazards of the slow moving Liangshuijing landslide. Engineering Geology, 281, p.105977.

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Macaro, G., Utili, S. and Martin, C.M. (2020). DEM simulations of transverse pipe–soil interaction on sand. Géotechnique, pp.1–16.

Su, W., Cui, Y.-J., Zhang, F. and Ye, W. (2020). Revisiting the methods of determining hydraulic conductivity of saturated expansive clays in low-compressibility zone. Journal of Rock Mechanics and Geotechnical Engineering, 12(5), pp.1131–1136.

Cheng, W., Hong, P., Pereira, J.-M., Cui, Y., Tang, A.M. and Chen, R. (2020). Thermo-elasto-plastic modeling of saturated clays under undrained conditions. Computers and Geotechnics, 125, p.103688.

‌Cheng, W., Chen, R., Hong, P., Cui, Y. and Pereira, J.-M. (2020). A two-surface thermomechanical plasticity model considering thermal cyclic behavior. Acta Geotechnica, 15(10), pp.2741–2755.

Rakhimzhanova, A., Thornton, C., Amanbek, Y., & Zhao, Y. (2020). Numerical simulations of sand production in oil wells using the CFD-DEM-IBM approach.