顾晓强 博士
2019年拟招收博士生1-2名,硕士生2-3名,博士后1-2名,同时欢迎少干计划和军队专项学生报考!
English Version
基本信息

 

  • 顾晓强    教授,    博士生导师
  • 性别:男
  • 出生年月:1981年6月
  • 籍贯:浙江桐乡
  • 学位: 博士
  • 单位:同济大学地下建筑与工程系
  • 联系地址:上海四平路1239号,同济大学地下建筑与工程系
  • 邮政编码:200092
  • 电话:021-65984551
  • 电子信箱:guxiaoqiang@tongji.edu.cn

 

研究方向
 
  • 土的基本特性及土工试验
  • 土动力学及岩土地震工程
  • 宏微观土力学及离散元数值计算

 

教育情况
 
  • 2007.9~2012.4 香港大学土木工程系, 博士 (导师:杨峻教授)
  • 2004.9~2007.1 上海交通大学船建学院土木工程系, 硕士 (导师:陈龙珠教授)
  • 2000.9~2004.7 浙江大学建工学院土木工程系, 本科

 

工作经历
 
  • 2019.1~至今       同济大学地下建筑与工程系, 教授
  • 2018.1~2018.12 同济大学地下建筑与工程系, 副研究员
  • 2014.1~2017.12 同济大学地下建筑与工程系, 助理研究员
  • 2012.4~2014.01 同济大学地下建筑与工程系, 博士后 (合作导师:黄茂松教授)
  • 2011.9~2012.03 香港大学土木工程系, 研究助理

 

学术兼职
 
  • 国际土力学与岩土工程学会 会员
  • 中国土木工程学会土力学与岩土工程分会青年工作委员会 委员
  • 中国土木工程学会土力学与岩土工程分会土工测试专业委员会 委员
  • 中国岩石力学与工程学会青年工作委员会 委员

 

荣誉与奖励
 
  • 香港大学土木工程系杰出助教奖
  • 同济大学优秀博士后
  • 上海市技术发明二等奖
  • 国际SCI期刊"Granular Matter"2014-2015年度最佳被引论文奖

 

主持科研项目
 

主要科研项目

[1]    国家自然科学基金优青项目, 51822809, 岩土与基础工程, 2019/01-2021/12

[2]    国家自然科学基金面上项目, 41772283, 多维地震作用下含细颗粒饱和砂土液化特性及其微观机理研究,2018/01-2021/12

[3]    国家自然科学基金青年基金项, 51308408, 松散砂土静态液化失稳机理的模型试验及离散元模拟, 2014/01-2016/12

[4]    上海市“高峰学科”土木工程学科交叉基金,软土深层排水隧道建设关键土力学问题研究,2017/06-2019/06

[5]    国际地震工程联合实验室ILEE项目, Investigation on the liquefaction of natural sand with fines, 2018/06-2020/12

[6]    中国矿业大学深部岩土力学与地下工程国家重点实验室开放基金,SKLGDUEK1712,深层软土K0状态力学特性的时间效应研究, 2017/01-2018/12

[7]    中央高校基本科研业务费专项(同济大学英才计划),多维地震作用下含细颗粒饱和砂土液化特性研究,2016/01-2017/12

[8]    南京水利科学研究院水文与水资源国家重点实验室开放基金, 2014492311, 土石坝堆填料非共轴特性的宏微观研究, 2015/01-2016/12.

[9]    中央高校基本科研业务费专项(同济大学交叉学科),铁路道砟劣化的细观机理,2015/01-2016/12

[10]    中央高校基本科研业务费专项(同济大学培育计划),考虑颗粒级配的砂性土剪切波速宏、微观研究 ,2014/01-2015/12.

参与重大科研项目

[1]    国家自然科学基金重点项目,51737010,城市地下空间工程安全控制理论与分布式感测预警方法,2018/01-2022/12,300万

[2]    国家重点研发计划课题,2016YFC0800204,暴雨作用下城市重大基础设施渗流突变失效机制及控制技术,2016/07-2021/12,310万

[3]    国家重点基础研究发展计划(973)课题,2012CB719803,填埋场失稳流滑机理及灾害评估,2012/01-2016/12,596万

[4]    硬X射线自由电子激光装置关键技术:土建工程子课题,1800 万

[5]    上海苏州河深层排水调蓄管道系统工程试验段监测技术与分析模型,344万

[6]    输电线路膨胀岩土地基基础承载特性及工程设计优化技术研究,236万

 

主要论文著作

 

在国内外学术期刊和会议上发表论文40余篇,近年来发表的主要论文著作(期刊论文 会议论文)如下:

 

期刊论文

[1]    Qian, J.Q.*, Du, Z.B., Lu, X.L., Gu, X.Q., Huang, M.S. (2018). Effects of principal stress rotation on stress-strain behaviors of saturated clay under traffic-load-induced stress path. Soils and Foundations, DOI: 10.1016/j.sandf.2018.08.014

[2]  Gu, X.Q., You, Z.P., Qian J.G.* (2018). The deformation of granular materials under repeated traffic load by discrete element modelling. European Journal of Environmental and Civil Engineering, DOI: 10.1080/19648189.2018.1454860.

[3]   Qian, J.G., Lin H., Gu, X.Q.* (2018). Dynamic Shakedown limits for flexible pavement with cross-anisotropic materials. Road Materials & Pavement Design, DOI: 10.1080/14680629.2018.1491881

[4]    Gu, X.Q.*, Yang, S.C. (2018). Why the OCR may reduce the small strain shear stiffness of granular materials? Acta Geotechnica, 13(6): 1467–1472

[5]    Qian, J.G*., Zhou R.Y., Chen S.L., Gu, X.Q., Huang M.S. (2018). The Influence of Pavement Roughness on Dynamic Stresses in Saturated Subsoil Subjected to Moving Traffic Loading. International Journal of Geomechanics,18(4),04018012

[6]    Huang M.S.*, Tu W.B., Gu, X.Q. (2018). Time domain nonlinear lateral response of dynamically loaded composite caisson-piles foundations in layered cohesive soils, Soil Dynamics and Earthquake Engineering, 106: 113–130.

[7]   Gu, X.Q.*, Hu, J., Huang, M.S., Yang, J. (2018). Discrete element analysis on the K0 of granular soil and its relation to small strain shear stiffness. International Journal of Geomechanics, 18(3): 06018003

[8]    Gu, X.Q., Li, W.Y., Qian, J.G.*, Xu, K. (2018). Discrete element modelling of the influence of inherent anisotropy on the shear behaviour of granular soils. European Journal of Environmental and Civil Engineering, 22(sup1), 1-18. DOI: 10.1080/19648189.2017.1352030

[9]    Qian, J.G., Gu, J.B., Gu, X.Q.*, Huang, M.S. (2017). Discrete numerical modeling of granular materials considering crushability. Journal of Mountain Science, 2017, 14(4), 758-770. (WOS:000399086200012, 2017.4)

[10]  Gu, X.Q., Chen, Y.W., Huang, M.S.* (2017). Critical state shear behavior of the soil-structure interface determined by discrete element modeling. Particuology, 35, 68-77. DOI: 10.1016/j.partic.2017.02.002

[11]  Gu, X.Q.*, Hu, J., Huang, M.S. (2017). Anisotropy of elasticity and fabric of granular soils. Granular Matter, 19(2), DOI: 0.1007/s10035-017-0717-6.

[12]  Gu, X.Q., Lu, L.T., Qian, J.G.* (2017). Discrete element modeling of the effect of particle size distribution on the small strain stiffness of granular soils. Particuology, 32, pp. 21-29.

[13]  Gao, G.Y., Chen, J.,Gu, X.Q.*, Song J., Li, S.Y., Li, N. (2017). Numerical study on the active vibration isolation by wave impeding block in saturated soils under vertical loading. Soil Dynamics and Earthquake Engineering, 93, 99-112.

[14]  Gu, X.Q., Yang, J.*, Huang, M.S., Gao, G.Y. (2015). Bender element tests in dry and saturated sand: signal interpretation and result comparison. Soils and Foundations, 55(5), 952-963.

[15]  Gu, X.Q.*, Hu, J., Huang, M.S. (2015). K0 of granular soils: a particulate approach. Granular Matter, 17(6),703-715.

[16]  Gao, G.Y., Li, N., Gu, X.Q.* (2015). Field experiment and numerical study on active vibration isolation by horizontal blocks in layered ground under vertical loading. Soil Dynamics and Earthquake Engineering, 69, 251-261.

[17]  Gu, X.Q., Huang, M.S.*, Qian, J.G. (2014). DEM investigation on the evolution of microstructure in granular soils under shearing. Granular Matter, 16(1), 91-106.

[18]  Gu, X.Q., Huang, M.S.*, Qian, J.G. (2014). Discrete element modeling of shear band in granular materials. Theoretical and Applied Fracture Mechanics, 72, 37-49.

[19]  Yang, J.*, Gu, X.Q. (2013). Shear stiffness of granular material at small strain: does it depend on grain size? Geotechnique, 63(2), 165-179.

[20]  Gu, X.Q., Yang, J., Huang, M.S. (2013). Laboratory measurements of small strain properties of dry sands by bender element. Soils and Foundations, 53(5), 735-745.

[21]  Gu, X.Q., Yang, J.* (2013). A discrete element analysis of elastic properties of granular materials. Granular Matter, 15(2), 139-147.

[22]  Gu, X.Q.*, Yang, J., Huang, M.S. (2013). DEM simulations of the small strain stiffness of granular soils: effect of stress ratio. Granular Matter, 15(3), 287-298.

[23]  Gu, X.Q.*, Yang, J. Huang, M.S. (2013). Laboratory investigation on relationship between degree of saturation, B-value and P-wave velocity. Journal of Central South University, 20(7), 2001-2007.

[24]  Qian, J.G.*, You, Z.P., Huang, M.S., Gu, X.Q. (2013). A micromechanics-based model for estimating localized failure with effects of fabric anisotropy. Computers and Geotechnics, 50, 90-100.

[25]  顾晓强, 陆路通, 李雄威. 居尚威.土体小应变刚度特性的试验研究. 同济大学学报,2017, 46(3), DOI:10.11908/j.issn.0253-374x.2018.03.005 .

[26]  刘麟, 顾晓强, 黄茂松. 利用带弯曲元应力路径三轴仪量测静止土压力系数研究. 岩土工程学报, 2017, 39(s2):212-215.

[27]  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. 岩土工程学报, 2016, 38(4), 740-746.

[28] 高广运, 聂春晓, 顾晓强. 砂土震陷室内试验研究综述. 水利水电科技进展, 2016, 36(6), 1-14.

[29] 王禹, 高广运,顾晓强. 多维地震下砂土液化的动单剪模拟研究. 地下空间与工程学报, 2015, 11(S2), 413-418.

[30] 高广运, 李绍毅, 顾晓强. 列车运行引起高架桥群桩基础地面振动分析. 岩土工程学报, 2015, 37(10), 1751-1761.

[31] 顾晓强, 杨峻, 黄茂松, 高广运. 干砂弹性参数测定的弯曲-伸展元试验. 岩土力学, 2015, 36(s1), 220-224.

[32] 胡靖, 顾晓强, 黄茂松. 基于离散元法的静止土压力系数分析. 岩土力学,2015, 36(s1), 624-628.

[33] 李绍毅, 高广运,顾晓强. 孔隙水压力对高铁路基动力响应的影响. 地震工程学报, 2014, 36(4), 881-886.

 

 

会议论文

[1]    Qian, J.G., Li, W.Y., Gu, X.Q.*, Xu, Kai. Influence of inherent anisotropy on the soil behavior in simple shear tests using DEM. Proceedings of the 7th International Conference on Discrete Element Methods, Springer Proceedings in Physics 188, Dalian, China, 2016.

[2]  Qian, J.G., Gu, J.B., Gu, X.Q., Huang, M.S., Mu, L.M. DEM analysis of railtrack ballast degradation under monotonic and cyclic loading. Procedia Engineering 143, 1285-1292, 2016 (The 3rd international Conference on Transportation Geotechnics, Gumareas, Portugal, 2016.

[3]   Gu, X.Q., Lu, L.T., Yang, J., Wu, X.F. Laboratory Measurements of the Dynamic Properties of Shanghai Clay. Proceedings of the 7th International Symposium on Environmental Vibration and Transportation Geodynamics ,Hangzhou,China, 2016.

[4]  Gu, X.Q., Huang, M.S., Qian J.G. Micromechanics-based constitutive modeling and DEM simulation of localized failure in soil. 10th International Workshop on Bifurcation and Degradation in Geomaterials, Hong Kong, 2014.

[5]   Gu, X.Q., Huang, M.S., Qian J.G. Characteristics of shear band in granular materials by discrete element modeling. 14th International Conference of the International Association for Computer Methods and Advances in Geomechanics, Kyoto, Japan, 2014.

[6]    Qu, X., Huang, M.S., Gu, X.Q., Lu, X.L. Numerical implementation of a non-local Mohr-Coulomb model. 14th International Conference of the International Association for Computer Methods and Advances in Geomechanics, Kyoto, Japan, 2014.

[7]    Qian, J.G., You, Z.P., Gu, X.Q.. Macro and micro responses of granular materials under traffic load. International Symposium on Geomechanics from Macro to Micro IS-Cambridge, Cambridge, UK, 2014.

[8]    Gu, X.Q., Yang, J. Laboratory measurement of dynamic properties of decomposed granite soil. 15th World Conference on Earthquake Engineering, Lisbon, Portugal, 2012.

[9]    Gu, X.Q., Yang, J. Laboratory measurement of small strain shear modulus of completely decomposed granite. 15th European Conference on Soil Mechanics and Geotechnical Engineering, Athens, Greece, 2011.

[10]  Yang, J., Gu, X.Q. Measurement of shear waves in dry and saturated sand. 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong Kong, 2011.

[11]  Yang, J., Gu, X.Q. Dynamic shear modulus of dry sand: effect of test method. 14th European Conference on Earthquake Engineering, Ohrid, Macedonia, 2010.

[12]  Gao Q., Qian, J.G., Gu, X.Q.* Dynamic Stress Responses of Rough Pavement Resting on Layered Poroelastic Half-Space under Moving Traffic Load. Transportation Geotechnics and Geoecology, TGG 2017, 17-19 May 2017, Saint Petersburg, Russia (Procedia Engineering)