发表论文
1.Wang, H.L., Gu, X.Q., Yin, Z.Y. A generalized anisotropic failure criterion for granular materials based on a multi-scale micromechanical approach[J]. International Journal Of Solids And Structures, 2026, 325: 113696.
2.Zhou, H.C., Gu, X.Q., Hu, J. Investigating the nonlinear stiffness of granular materials: a dem perspective on stress path dependence[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2026, 50(1): 260-280.
3.Liang, Y.Z., Gu, X.Q., Zhou, Q.H., Deng, G. Laboratory investigation on the particle crushing behaviors of rockfill materials considering size and shape effects[J]. Acta Geotechnica, 2025.
4.Zhou, H.C., Gu, X.Q., Liang, X.M., Zhou, Z.H., Yu, F. Difference between static and dynamic small strain shear stiffness of anisotropic granular materials: a DEM study[J]. Soil Dynamics and Earthquake Engineering, 2026, 200: 109822.
5.Gu, X.Q., Liang, Y.Z., Hu, J. Unraveling particle crushing: A DEM exploration of shape effects on fracture behaviour[J]. Computers and Geotechnics, 2025, 187: 107508.
6.Huang, Y.H., Gu, X.Q., Li, S.Y., Yang, J., Zuo, K.L. Strain accumulation of marine clay under long-term cyclic loading: experimental study and modeling[J]. Soil Dynamics and Earthquake Engineering, 2025, 199: 109658.
7.Zuo, K.L., Gu, X.Q., Hu J., Yang, J. A micromechanical framework for understanding the role of fines in the monotonic and cyclic response of granular mixtures[J]. Powder Technology, 2025, 458: 121002.
8.Gu, X.Q., Wu, D.S., Liu, X., Wang P.S., Yue, J.Y. A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization[J]. Engineering Structures, 2024, 325: 119394.
9.Pegah, E., Gu, X.Q., Liu, H.B. Fabric anisotropy of granular soils and its dependency on grading and particles specifications[J]. Acta Geotechnica, 2024, 19(11): 7619-7633.
10.Gu, X.Q., Zou, K.L., Hu, C., Hu, J. Liquefaction resistance and small strain stiffness of silty sand: Effects of host sand gradation and fines content[J]. Engineering Geology, 2024, 335: 107546.
11.Zuo,K.L., Gu, X.Q., Gao, G.Y. Evaluating liquefaction resistance of partially saturated sandy soil using the P-wave velocity[J]. Soil Dynamics and Earthquake Engineering, 2024, 178: 108521.
12.Zuo, K.L., Gu, X.Q., Liu, H.Y., Hu, J., Gao, G.Y. Influences of particle size distribution and fines content on the excess pore water pressure generation of sand-silt mixtures under cyclic loading[J]. Soil Dynamics and Earthquake Engineering, 2023, 174: 108201.
13.Hu, J., Wu, H.W., Gu, X.Q., Zhou, Q.H. Particle shape effects on dynamic properties of granular soils: A DEM study[J]. Computers and Geotechnics, 2023, 161: 105578.
14.Gu, X.Q., Liang X.M., Hu J. Quantifying fabric anisotropy of granular materials using wave velocity anisotropy: A numerical investigation[J]. Géotechnique, 2024, 74(12): 1263-1275.
15.Zuo, K.L., Gu, X.Q., Hu C., Hu, J., Gao, G.Y. Shear stiffness of sand-fines binary mixtures: Effects of sand gradation and fines content[J]. Construction and Building Materials, 2023, 383: 131364.
16.Zuo, K.L., Gu, X.Q., Zhang J.C., Wang, R. Exploring packing density, critical state, and liquefaction resistance of sand-fines mixture using DEM[J]. Computers and Geotechnics, 2023, 156: 105278.
17.Lai, H.Y., Gu, X.Q., Tu, W.B., Lin, Y.F., Xiao, J.D. Effects of soil small strain nonlinearity on dynamic impedance of horizontally loaded suction caisson for offshore wind turbines[J]. Soil Dynamics and Earthquake Engineering, 2023, 165: 107731.
18.Wu, H.W., Gu, X.Q., Hu, J., Zhou, Q.H. DEM simulation of small strain and large strain behaviors of granular soils with a coherent contact model[J]. Granular Matter, 24: 125.
19.Gu, X.Q., Li Y.H., Hu J., Shi Z.H.., Liang F.Y., Huang M.S. Elastic shear stiffness anisotropy and fabric anisotropy of natural clays[J]. Acta Geotechnica, 2022, 17: 3229-3243.
20.Gu, X.Q., Wu D.S., Zuo K.L., Tessari A. Centrifuge shake table tests on the liquefaction resistance of sand with clayey fines[J]. Journal of Geotechnical And Geoenvironmental Engineering, 2022, 148(2): 04021180.
21.Yu K.Y., Gu, X.Q., Huang M.S., Ma X.F., Li N. Experimental, numerical and analytical studies on the attenuation of maglev train-induced vibrations with depth in layered soils[J]. Soil Dynamics and Earthquake Engineering, 143: 106628.
22.Bastola A., Gu, X.Q., Zuo K.L. Numerical investigations on liquefaction potential of saturated silty sands[J]. Soil Dynamics and Earthquake Engineering, 2021, 147: 106799.
23.Gu, X.Q., Zuo K.L., Tessari A., Gao, G.Y. Effect of saturation on the characteristics of P-wave and S-wave propagation in nearly saturated soils using bender elements[J]. Soil Dynamics and Earthquake Engineering, 2021, 145: 106742.
24.Gu, X.Q., Zhang J.C., Huang X*. DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework[J]. Computers and Geotechnics, 2020, 128: 103787.
25.Gu, X.Q., Liang X.M., Shan Y., Huang X., Tessari A. Discrete element modeling of shear wave propagation using bender element in confined granular materials of different grain sizes[J]. Computer and Geotechnics, 2020, 125: 103672.
26.Gu, X.Q.*, Hu C., Zhang J.R., Xu K. Laboratory tests on the compaction and crushing behaviors of construction waste slag-clay mixtures [J]. Journal of Materials in Civil Engineering, ASCE, 2019, 31(11): 04019256.
27.Gu, X.Q.*, Yang, S.C. Why the OCR may reduce the small strain shear stiffness of granular materials[J]? Acta Geotechnica, 2018, 13(6): 1467-1472.
28.Gu, X.Q.*., Hu, J., Huang, M.S., Yang, J. Discrete element analysis on the K0 of granular soil and its relation to small strain shear stiffness[J]. International Journal of Geomechanics, 2018, 18(3): 06018003.
29.Gu, X.Q., Chen, Y.W., Huang, M.S.* Critical state shear behavior of the soil-structure interface determined by discrete element modeling[J]. Particuology, 2017, 35: 68-77.
30.Gu, X.Q.*, Hu, J., Huang, M.S. Anisotropy of elasticity and fabric of granular soils[J]. Granular Matter, 2017, 19(2): 33.
31.Gu, X.Q., Lu, L.T., Qian, J.G.* Discrete element modeling of the effect of particle size distribution on the small strain stiffness of granular soils[J]. Particuology, 2017, 32: 21-29.
32.Gu, X.Q., Yang, J.*, Huang, M.S., Gao, G.Y. Bender element tests in dry and saturated sand: signal interpretation and result comparison[J]. Soils and Foundations, 2015, 55(5): 952-963.
33.Gu, X.Q.*, Hu, J., Huang, M.S.. K0 of granular soils: a particulate approach[J]. Granular Matter, 2015, 17(6): 703-715.
34.Gu, X.Q., Huang, M.S.*, Qian, J.G. DEM investigation on the evolution of microstructure in granular soils under shearing[J]. Granular Matter, 2014, 16(1): 91-106. 21.
35.Gu, X.Q., Huang, M.S.*, Qian, J.G. Discrete element modeling of shear band in granular materials[J]. Theoretical and Applied Fracture Mechanics, 2014, 72: 37-49.
36.Yang, J.*, Gu, X.Q. Shear stiffness of granular material at small strain: does it depend on grain size[J]? Géotechnique, 2013, 63(2): 165-179.
37.Gu, X.Q., Yang, J., Huang, M.S. Laboratory measurements of small strain properties of dry sands by bender element[J]. Soils and Foundations, 2013, 53(5): 735-745.
38.Gu, X.Q., Yang, J. A discrete element analysis of elastic properties of granular materials[J]. Granular Matter, 2013, 15(2): 139-147.
39.Gu, X.Q., Yang, J., Huang, M.S. DEM simulations of the small strain stiffness of granular soils: effect of stress ratio[J]. Granular Matter, 2013, 15(3): 287-298.
40.Gu, X.Q., Yang, J. Huang, M.S. Laboratory investigation on relationship between degree of saturation, B-value and P-wave velocity[J]. Journal of Central South University, 2013, 20(7): 2001-2007.
41.张中杰, 周赫宸, 顾晓强, 等. 天津某超深地铁基坑变形分析与小应变硬化参数取值[J]. 浙江大学学报(工学版), 2025, 59(12): 2593-2603.
42.梁玉珍, 顾晓强, 周奇辉, 等. 考虑尺寸和形状效应的粗粒土单颗粒破碎试验研究[J]. 岩土工程学报, 2025, 47(S1): 51-55.
43.宋跃, 顾晓强, 胡靖, 等. 砂土静力触探试验的DEM-FDM耦合数值模拟研究[J]. 岩土工程学报, 2025, 47(06): 1249-1258.
44.顾晓强, 周赫宸, 何平, 等. 上海黏性土水平基床比例系数m的反演取值及工程验证[J]. 岩土工程学报, 2025, 47(06): 1199-1209.
45.梁晓敏, 顾晓强, 翟崇朴, 等. 颗粒材料各向异性弹性波速与微观组构CT试验研究[J]. 岩土工程学报, 2024, 46(07): 1398-1407.
46.梁晓敏, 杨朔成, 顾晓强. 砂土应力诱发弹性波速各向异性的试验研究[J]. 岩土力学, 2023, 44(11): 3235-3240.
47.陈龙珠, 顾晓强. 共振柱试验确定土动剪切模量和阻尼比的理论辨析[J]. 地基处理, 2022, 4(05): 445-450.
48.顾晓强, 余宽原, 黄茂松, 刘鑫, 闫芳, 吴德顺. 无源环境振动的有限元分析方法及在北京光源工程应用[J]. 岩土工程学报, 2022, 44(12): 2245-2253.
49.陈龙珠, 顾晓强. 动三轴试验确定土样动强度指标中的两个问题[J]. 地基处理, 2021, 3(05): 447-450.
50.顾晓强, 吴瑞拓,梁发云, 高广运. 上海土体小应变硬化模型整套参数取值方法及工程验证[J]. 岩土力学,2021, 42(3): 833-845.
51.余宽原, 顾晓强, 黄茂松, 马险峰, 李宁. 磁悬浮列车运行引起的环境微振动实测分析[J]. 岩土工程学报, 2020, 42(S1): 146-150.
52.陈少杰, 顾晓强, 高广运. 土体小应变剪切模量的现场和室内试验对比及工程应用[J]. 岩土工程学报, 2019, 41(S2): 133-136.
53.陈少杰, 顾晓强, 高广运.土体小应变剪切模量的现场和室内试验及其工程应用[J]. 岩土工程学报, 2019, 41(S2): 133-136.
54.顾晓强, 杨朔成. 基于离散元数值方法的砂土小应变弹性特性探讨[J]. 岩土力学, 2019, 40(2): 785-791.
顾晓强, 杨峻, 黄茂松, 高广运. 砂土剪切模量测定的弯曲元、共振柱和循环扭剪试验[J]. 岩土工程学报, 2016, 38(4): 740-746.
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