代表作信息

卞夏

Bian, X., Cao, Y. P., Wang, Z. F., Ding, G. Q. Lei, G. H. Effect of super-absorbent polymer on the undrained shear behavior of cemented dredged clay with high water content. ASCE Journal of Materials in Civil Engineering. 2017, 29(7), 04017023. DOI: 10.1061/(ASCE)MT.1943-5533.0001849.

Bian, X., Zeng, L.L., Ding, J.W., Qian, S. Assessment of the effects of initial water contents on the pore pressure response of reconstituted clays. European Journal of Environmental and Civil Engineering, 2017, 21(4), 454-470. DOI: 10.1080/19648189.2015.1131202.

张飞

Zhang,F., Leshchinsky, D., Baker, R., Gao, Y.F., Leshchinsky, B. Implications of variationally derived 3D failure mechanism. International Journal for Numerical and Analytical Methods in Geomechanics. 2016, 40(18): 2514-2531. DOI:10.1002/nag.2543

Zhang, F., Gao, Y.F., Wu, Y.X., Zhang, N., Upper-bound solutions for face stability of circular tunnels in undrained clays. Geotechnique. 2018, 68(1): 76-85. DOI:10.1680/jgeot.16.T.028

张宁

Zhang, N.,  Gao, Y.F., Pak, Y.S.R., Soil and topographic effects on ground motion of a surficially inhomogeneous semi-cylindrical canyon under oblique incident SH waves, Soil Dynamics and Earthquake Engineering, 2017, 95(1):17-28

Zhang, N.,  Gao, Y.F., Dai, D.F. Ground motion at a semi-cylindrical valley partially filled with a crescent-shaped soil layer under incident plane SH waves, Journal of Earthquake and Tsunami, 2017, 11(3): 1-17

雷国辉

Lei, G. H., Xu, L. D., Zheng, Q., Ng, C. W. W. (2017). Role of equal-strain assumption in unit-cell theory for consolidation with vertical drains. Journal of Central South University, Vol. 24, No. 12, 2914-2923.

Fu, C. W., Lei, G. H. (2016). A general solution for vertical-drain consolidation with impeded drainage boundaries. Journal of Central South University, Vol. 23, No. 4, 934-943.

朱其志

Zhu, Q.Z, Zhao, L.Y, Shao, J.F. Analytical and numerical analysis of frictional damage in quasi brittle materials. Journal of the Mechanics and Physics of Solids, 2016, 92:137-163. http://dx.doi.org/10.1016/j.jmps.2016.04.002

Zhu, Q.Z, Ni, T. Peridynamic formulations enriched with bond rotation effects. International Journal of Engineering Science 2017; 121:118-129. https://doi.org/10.1016/j.ijengsci.2017.09.004

孔纲强

Kong, G. Q., Li, H., Hu, Y. X., Yu, Y. X., Xu, W. B. New suitable pore fluid to manufacture transparent soil. Geotechnical Testing Journal, ASTM, 2017, 40(4): 658-672.

Sun, G.C., Kong, G. Q., Liu, H. L., Amenuvor, A.C . Vibration velocity of X-section cast-in-place concrete (XCC) pile-raft foundation model for a ballastless track. Canadian Geotechnical Journal, 2017, 54(9): 1340-1345.

陈永辉

Chen, Y.H., Xu, J.,  Li, H.,  Chen, L.,  Ng, C.W.W.,  Liu, H.L. Performance of a prestressed concrete pipe energy pile during heating and cooling. Journal of Performance of Constructed Facilities, 2017, 31(3): 06017001.

Chen, Y. H., Zhang, W. L.,  Zhao, L.Y., Peng, Z. H. Field in-situ stabilization of bored pile mud: engineering properties and application for pavement.Construction and Building Materials,2018,165 :541-547

陈龙

Chen, L.，Chen, Y.H.，Shi, J.W.，Chen, G.  Buckling analysis of axially loaded slender pile considering the promote effect of soil pressure.Soil mechanics and foundation engineering,2017. 54(3):161-168

Chen, L.，Chen, Y.H.，Shi, J.W.，Chen, G. Small and large-scale model tests on the buckling property of slender pile.Marine Georesources &Geotechnology,2017.35(8): 1058-1067

王伟

Wang, W., Liu,  T.G., Shao,  J.F. Effects of acid solution on the mechanical behavior of sandstone. Journal of Materials in Civil Engineering, 2016, 28(1): 04015089

Feng, X.W.,  Wang, W.,  Yuan, S.S.,  Wang, R.B.,  Zhu, Q.Z.  & Yu, J. . A coupled elastoplastic damage model for sandstone considering chemical corrosion, European Journal of Environmental and Civil Engineering, 2017, DOI: 10.1080/19648189.2018.1429320

宋健

Song, J., Gao, G.Y., Rodriguez-Marek, A., Rathje, E.M. Seismic assessment of the rigid sliding displacements caused by pulse motions. Soil Dynamics and Earthquake Engineering, 2016, 82: 1-10. DOI: 10.1016/j.soildyn.2015.11.014

Song, J., Gao, Y.F., Rodriguez-Marek, A., Feng, T.G. Empirical predictive relationships for rigid sliding displacement based on directionally-dependent ground motion parameters. Engineering Geology, 2017, 222: 124-139. DOI: 10.1016/j.enggeo.2017.03.025

李玉萍

Li, Y.P., Yi, J.T., Lee, F.H., Goh, S.H., Liu, Y., Yang, Y., Zhang, X.Y., Wu, J.F. Effects of the lattice leg on cavities and bearing capacity of deeply embedded spudcans in clay.Geotechnique, 2017, 67(1): 1-17. DOI:10.1680/jgeot.15.P.014

Li, Y.P., Yi, J.T., Lee, F.H., Goh, S.H., Hu, J. Effect of lattice leg and sleeve on the transient vertical bearing capacity of deeply penetrated spudcans in clay. Journal of Geotechnical and Geoenvironmental engineering, 2018, 144(5). online

张箭

Zhang, J., Feng, T.G., Yang, J.S.,  Yang, F., Gao, Y.F. Upper-bound stability analysis of dual unlined horseshoe-shaped tunnels subjected to gravity. Computers and Geotechnics, 2018, 97: 103-110.

Zhang, J., Feng, T.G., Yang, J.S.,  Yang, F., Gao, Y.F.  Upper-bound finite element analysis of characteristics of critical settlement induced by tunneling in undrained clay. International Journal of Geomechanics, 2018, 录用.

徐卫亚

Wang, H. L., Xu, W. Y., Jia, C. J., Cai, M., & Meng, Q. X. Experimental research on permeability evolution with microcrack development in sandstone under different fluid pressures. Journal of Geotechnical & Geoenvironmental Engineering, 2016, 142(6), 04016014.

Wang, H. L., Xu, W. Y., Cai, M., Xiang, Z. P., & Kong, Q.  Gas permeability and porosity evolution of a porous sandstone under repeated loading and unloading conditions. Rock Mechanics & Rock Engineering, 2017, 50(6), 1-13.

史江伟

Shi, J.W., Wang, Y., Chen, Y.H. A simplified method to estimate curvatures of continuous pipelines induced by normal fault movement. Canadian Geotechnical Journal, 2018, 55(3):343-352.

Shi, J.W., Zhang, X., Chen, Y.H., and, Chen, L. Numerical parametric study of countermeasures to alleviate basement excavation effects on an existing tunnel. Tunnelling and Underground Space Technology, 2018, 72: 145-153

孙逸飞

Sun, Y., Xiao, Y. Fractional order plasticity model for granular soils subjected to monotonic triaxial compression. International Journal of Solids and Structures, 2017, 118-119: 224-234. DOI: 10.1016/j.ijsolstr.2017.03.005

Sun, Y., Gao, Y., Zhu, Q. Fractional order plasticity modelling of state-dependent behaviour of granular soils without using plastic potential. International Journal of Plasticity, 2018, 102: 53-69. DOI: 10.1016/j.ijplas.2017.12.001

吴跃东

 Wu, Y.D., Diao, H., Ng, C., Liu, J., and Zeng, C.C.Investigation of Ground Heave due to Jet Grouting in Soft Clay. .Journal of Performance of Constructed Facilities, (ASCE) 2016,Vol.30,No.6.

Wu, Y.D.,  Diao, H.G.,  Liu, J.,  Zeng,C.C. Field study of an environmental-friendly technique to mitigate ground settlement of operating highways. Journal of Zhejiang University,2016,Vol.17,No.7:565-576.

张卫杰

Zhang, W.J., Maeda, K., Saito, H., Li, Z, Huang, Y., Numerical analysis on seepage failures of dike due to water level-up and rainfall using a water–soil-coupled smoothed particle hydrodynamics model, Acta Geotechnica, 2016, 11(6): 1401-1418.

Zhang, W.J., Wang, Z.B., Gao, Y.F.,Parallel implementation of a water-soil-coupled SPH model and its application in the analysis of progressive failure of slope, 15th International Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2017, Wuhan, 2017.10.19-2017.10.23.

董海洲

Dong, H.Z., Chen, J.S., Li, X.Y. (2016) Delineation of leakage pathways in an earth and rockfill dam using multi-tracer tests. Engineering Geology 212:136-145. doi:10.1016/j.enggeo.2016.08.003

何稼

He, J., Chu, J., Wu, S. f., Peng, J. Mitigation of soil liquefaction using microbially induced desaturation. Journal of Zhejiang University Science A, 2016, 17: 577-588. DOI: 10.1631/jzus.A1600241

He. J., Chu, J., Tan, S. K., Vu, T. T. Sedimentation Behaviour of Flocculant-Treated Soil Slurry, Marine Georesources & Geotechnology, 2017, 35(5): 593-602. DOI: 10.1080/1064119X.2016.1177625

姬建

Ji, J., Zhang, C.S., Gui, Y.L., Lü, Q., Kodikara, J. New observations on the application of LS-SVM in slope system reliability analysis. Journal of Computing in Civil Engineering, 2017, 31(2): 06016002. DOI: 10.1061/(ASCE)CP.1943-5487.0000620

Ji, J., Zhang, C.S., Gao, Y.F., Kodikara, J. Effect of 2D spatial variability on slope reliability: A simplified FORM analysis. Geoscience Frontiers, 2018, in Press. DOI: 10.1016/j.gsf.2017.08.004

李振亚

Li, Z.Y., Wang, K.H., Wu, W.B,, Leo, C.J., Wang, N. Vertical vibration of a large-diameter pipe pile considering the radial inhomogeneity of soil caused by the construction disturbance effect. Computers and Geotechnics, 2017, 85:90-102. DOI: 10.1016/j.compgeo.2016.12.016

Li, Z.Y., Wang, K.H., Wu, W.B., Leo, C.J. Vertical vibration of a large diameter pile embedded in inhomogeneous soil based on the Rayleigh-Love rod theory. Journal of Zhejiang University-SCIENCE A, 2016, 17(12):974-988. DOI:10.1631/jzus.A1500341

朱俊高

Guo, W.L. and Zhu, J.G. Particle breakage energy and stress dilatancy in drained shear of rockfills. Géotechnique Letters, 2017, 7(4), 1–5: 304-308.

Zhu, J.G.,  Guo, L.W., Wen, Y.F. et al. New Gradation Equation and Applicability for Particle-Size Distributions of Various Soils. International Journal of Geomechanics, 2018, 18(2): 04017155.

石崇

Shi, C., Liu, S.L. An underwater stress-testing technique for the heavy-hammer tamping of a rubble-mound foundation, Advances in Mechanical Engineering,2018,10(1):1-11

Shi, C., Shen J.L., Xu W.Y., Wang, R.B., Wang, W. Micromorphological characterization and random reconstruction of 3D particles based on spherical harmonic analysis. Journal of CentralSouth University, 2017, 24(5): 1197−1206

高磊

Gao, lei., Yang, Kai., Chen, Xiaorui.,etc. Study on the deformation measurement of the cast-in-place large-diameter pile using fiber bragg grating sensors. SENSORS, 2017. DOI:10.3390/s17030505

Gao, Lei., Zhou, Qiuyue., Yu, Xiangjuan.,etc. Experimental study on the unconfined compressive strength of carbon fiber reinforced clay soil. Marine Georesources & Geotechnology, 2017. DOI:10.1080/1064119X.2015.1102184