-
Zhang, Chenrong / Zhang, Hao / Huang, Maosong / Yu, Jian (2023): Responses of a circular tunnel in an elastic ground with an improvement of the subgrade modulus. Dans: Computers and Geotechnics, v. 157 (mai 2023).
https://doi.org/10.1016/j.compgeo.2023.105333
-
Li, Yishan / Shi, Zhenhao / Huang, Maosong / Lu, Xilin (2021): Stability analysis of shield tunnel face under complex ground conditions. Dans: IOP Conference Series: Earth and Environmental Science, v. 861, n. 7 (1 octobre 2021).
https://doi.org/10.1088/1755-1315/861/7/072027
-
Huang, Maosong / Li, Yishan / Shi, Zhenhao / Lu, Xilin (2023): Tunnel face stability model for layered ground with confined aquifers. Dans: Tunnelling and Underground Space Technology, v. 132 (février 2023).
https://doi.org/10.1016/j.tust.2022.104916
-
Huang, Maosong / Tan, Tingzhen / Shi, Zhenhao (2023): Iterative Horizontal Method of Slices for Global Stability of Slurry Trench in Layered Cohesive-Frictional Soils. Dans: International Journal of Geomechanics, v. 23, n. 2 (février 2023).
https://doi.org/10.1061/ijgnai.gmeng-7949
-
Yu, Feng / Zhang, Chenrong / Huang, Maosong / Yang, Xiaofeng / Yao, Zhaoming (2022): Scouring effects on lateral cyclic responses of piles in sand. Dans: European Journal of Environmental and Civil Engineering, v. 27, n. 5 (août 2022).
https://doi.org/10.1080/19648189.2022.2107082
-
Xue, Dawei / Lu, Xilin / Huang, Maosong / Lim, Keng-Wit (2022): Nonlocal regularized numerical analyses for passive failure of tunnel head in strain-softening soils. Dans: Computers and Geotechnics, v. 148 (août 2022).
https://doi.org/10.1016/j.compgeo.2022.104834
-
Yu, Jian / Li, Hao / Huang, Maosong / Li, Yonghui / Tan, Jorgin Qi Wen / Guo, Yuancheng (2022): Timoshenko-beam-based response of existing tunnel to single tunneling underneath and numerical verification of opening and dislocation. Dans: Computers and Geotechnics, v. 147 (juillet 2022).
https://doi.org/10.1016/j.compgeo.2022.104757
-
Liang, Rongzhu / Xia, Tangdai / Huang, Maosong / Lin, Cungang (2017): Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect. Dans: Computers and Geotechnics, v. 81 (janvier 2017).
https://doi.org/10.1016/j.compgeo.2016.08.017
-
Zhang, Zhiguo / Huang, Maosong / Pan, Yutao / Li, Zhenbo / Ma, Shaokun / Zhang, Yangbin (2022): Time-dependent analyses for ground movement and stress field induced by tunnelling considering rainfall infiltration mechanics. Dans: Tunnelling and Underground Space Technology, v. 122 (avril 2022).
https://doi.org/10.1016/j.tust.2022.104378
-
Huang, Maosong / Liu, Yanhua / Shi, Zhenhao (2021): Interpretation of Undrained Hollow Cylinder Shear on Natural Shanghai Soft Clay Using Three-Dimensional Constitutive Model. Dans: International Journal of Geomechanics, v. 21, n. 10 (octobre 2021).
https://doi.org/10.1061/(asce)gm.1943-5622.0002162
-
Qian, Jiangu / Zhou, Renyi / Chen, Shengli / Gu, Xiaoqiang / Huang, Maosong (2018): Influence of Pavement Roughness on Dynamic Stresses in Saturated Subsoil Subjected to Moving Traffic Loading. Dans: International Journal of Geomechanics, v. 18, n. 4 (avril 2018).
https://doi.org/10.1061/(asce)gm.1943-5622.0001097
-
Mu, Linlong / Chen, Wei / Huang, Maosong / Lu, Qi (2020): Hybrid Method for Predicting the Response of a Pile-Raft Foundation to Adjacent Braced Excavation. Dans: International Journal of Geomechanics, v. 20, n. 4 (avril 2020).
https://doi.org/10.1061/(asce)gm.1943-5622.0001627
-
Ling, Zao / Wang, Weidong / Wu, Jiangbin / Huang, Maosong / Yuan, Juyun (2019): Shaft resistance of pre-bored precast piles in Shanghai clay. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 172, n. 3 (juin 2019).
https://doi.org/10.1680/jgeen.18.00028
-
Lu, Xilin / Huang, Maosong / Andrade, Jose E. (2018): Modeling the static liquefaction of unsaturated sand containing gas bubbles. Dans: Soils and Foundations, v. 58, n. 1 (février 2018).
https://doi.org/10.1016/j.sandf.2017.11.008
-
Huang, Maosong / Jiu, Yongzhi / Jiang, Jie / Li, Bo (2017): Nonlinear analysis of flexible piled raft foundations subjected to vertical loads in layered soils. Dans: Soils and Foundations, v. 57, n. 4 (août 2017).
https://doi.org/10.1016/j.sandf.2017.04.004
-
Lu, Xilin / Huang, Maosong / Qian, Jiangu (2014): Prediction of plane strain undrained diffuse instability and strain localization with non-coaxial plasticity. Dans: Soils and Foundations, v. 54, n. 6 (décembre 2014).
https://doi.org/10.1016/j.sandf.2014.11.003
-
Gu, Xiaoqiang / Yang, Jun / Huang, Maosong (2013): Laboratory measurements of small strain properties of dry sands by bender element. Dans: Soils and Foundations, v. 53, n. 5 (octobre 2013).
https://doi.org/10.1016/j.sandf.2013.08.011
-
Lu, Xilin / Huang, Maosong / Qian, Jiangu (2011): The Onset of Strain Localization in Cross-Anisotropic Soils Under True Triaxial Condition. Dans: Soils and Foundations, v. 51, n. 4 (août 2011).
https://doi.org/10.3208/sandf.51.693
-
Lu, Xilin / Bardet, Jean-Pierre / Huang, Maosong (2010): Length Scales Interaction in Nonlocal Plastic Strain Localization of Bars of Varying Section. Dans: Journal of Engineering Mechanics (ASCE), v. 136, n. 8 (août 2010).
https://doi.org/10.1061/(asce)em.1943-7889.0000145
-
Huang, Maosong / Pietruszczak, S. (1999): Modeling of Thermomechanical Effects of Alkali-Silica Reaction. Dans: Journal of Engineering Mechanics (ASCE), v. 125, n. 4 (avril 1999).
https://doi.org/10.1061/(asce)0733-9399(1999)125:4(476)
-
Zhang, Chenrong / Zhang, Xun / Huang, Maosong / Tang, Huawei (2019): Responses of caisson-piles foundations to long-term cyclic lateral load and scouring. Dans: Soil Dynamics and Earthquake Engineering, v. 119 (avril 2019).
https://doi.org/10.1016/j.soildyn.2018.12.026
-
Huang, Maosong / Tu, Wenbo / Gu, Xiaoqiang (2018): Time domain nonlinear lateral response of dynamically loaded composite caisson-piles foundations in layered cohesive soils. Dans: Soil Dynamics and Earthquake Engineering, v. 106 (mars 2018).
https://doi.org/10.1016/j.soildyn.2017.12.015
-
Liang, Fayun / Zhang, Hao / Huang, Maosong (2017): Influence of flood-induced scour on dynamic impedances of pile groups considering the stress history of undrained soft clay. Dans: Soil Dynamics and Earthquake Engineering, v. 96 (mai 2017).
https://doi.org/10.1016/j.soildyn.2017.02.009
-
Huang, Maosong / Wu, Shiming / Zienkiewicz, O. C. (2001): Incompressible or nearly incompressible soil dynamic behaviour—a new staggered algorithm to circumvent restrictions of mixed formulation. Dans: Soil Dynamics and Earthquake Engineering, v. 21, n. 2 (février 2001).
https://doi.org/10.1016/s0267-7261(00)00105-6
-
Yu, Jian / Leung, Chun Fai / Huang, Maosong (2018): Response of Monopile Foundations Under Cyclic Lateral Loading in Normally Consolidated Clay. Dans: International Journal of Offshore and Polar Engineering, v. 28, n. 4 (décembre 2018).
https://doi.org/10.17736/ijope.2018.jc734
-
Zhang, Zhiguo / Huang, Maosong / Zhang, Chengping / Jiang, Kangming / Lu, Minghao (2019): Time-domain analyses for pile deformation induced by adjacent excavation considering influences of viscoelastic mechanism. Dans: Tunnelling and Underground Space Technology, v. 85 (mars 2019).
https://doi.org/10.1016/j.tust.2018.12.020
-
Mu, Linlong / Huang, Maosong (2016): Small strain based method for predicting three-dimensional soil displacements induced by braced excavation. Dans: Tunnelling and Underground Space Technology, v. 52 (février 2016).
https://doi.org/10.1016/j.tust.2015.11.001
-
Zhang, Zhiguo / Huang, Maosong / Zhang, Mengxi (2011): Theoretical prediction of ground movements induced by tunnelling in multi-layered soils. Dans: Tunnelling and Underground Space Technology, v. 26, n. 2 (mars 2011).
https://doi.org/10.1016/j.tust.2010.11.005
-
Huang, Maosong / Zhang, Chenrong / Li, Zao (2009): A simplified analysis method for the influence of tunneling on grouped piles. Dans: Tunnelling and Underground Space Technology, v. 24, n. 4 (juillet 2009).
https://doi.org/10.1016/j.tust.2008.11.005
-
Zhang, Zhiguo / Huang, Maosong / Xu, Chen / Jiang, Yunjuan / Wang, Weidong (2018): Simplified solution for tunnel-soil-pile interaction in Pasternak's foundation model. Dans: Tunnelling and Underground Space Technology, v. 78 (août 2018).
https://doi.org/10.1016/j.tust.2018.04.025