个人信息

姓名：赵学亮

性别：男

职位：副教授

学习经历：

1994.9 ～ 1998.7太原理工大学地下工程专业获工学学士学位

1998.9 ～ 2001.3北京科技大学工程力学专业获工学硕士学位

2004.8 ～ 2009.5North Carolina State University （美国北卡州立大学）获工

2014.9 ～ 2015.9University of Western Australia （澳大利亚西澳大学）访问学者

工作经历：

2001.4 ～ 2004.7北大方正有限公司方正研究院从事软件开发和图像处理研究工作

2009.9 至今东南大学土木工程学院从事教学和科研工作

主讲课程：

土力学与工程地质

基础工程

地下结构工程

海洋岩土力学

参加学术组织：

ASCE (美国土木工程学会)会员

USUCGER (美国大学岩土工程教学与研究学会)会员

主要研究方向：

海洋土体特性

海洋基础工程

深水锚泊系统

隧道工程

颗粒材料细观力学和细观结构、

数值模拟分析计算等。

主持完成国家自然基金面上项目一项，教育部项目一项，参加、完成国家自然基金3项，参加、完成江苏省基金2项。参加了国家重点基础研究发展计划973项目、国家“十一五”科技支撑计划、交通部西部课题等多项国家级纵向科研项目。主持完成了地基土液化判别原位测试方法研究、基于光纤光栅分布式量测的隧道围岩稳定性分析研究、基于离散单元法的滨海护堤技术优化研究等多项横向企业合作科研项目。

代表性文章：

Journal Papers:

17. Zhao, X., Randolph, M.F., Wang, D., and Gaudin, C. Upper bound analysis of uplift of a tapered plate anchor in cohesive soil. Geotechnique letters, 2015, 5:205-211.

16. Zhao, Xueliang, Xu, Jian, Mu, Baogang, and Li, Bing, Macro- and Meso-scale Mechanical Behavior of Caissons During Sinking. Journal of Testing and Evaluation, 2015,43(2):363–375, doi:10.1520/JTE20140080. ISSN 0090-3973

15. Zhao X. and Cai, G.. SPT-CPT Correlation and its application for liquefaction evaluation in China. Marine Georesources and Geotechnolog, 2015, 33: 272–281. 

14. 朱小军, 赵学亮, 龚维明, 徐国平, 闫峭. 刚性桩复合地基垫层破坏机理研究, 中国公路学报, 2014, 27(5), 105-111.Zhu, X., Zhao, X., Gong, W., Xu, G., and Yan, Q. Study on failure mechanism of cushion in rigid pile composite foundation, China Journal of Highway and Transport, 2014, 27(5), 105-111.

13. 朱小军, 赵学亮, 龚维明, 徐国平. 刚性桩复合地基垫层土拱效应宏细观机理研究[J]. 建筑结构, 2014, 4(1), 82-87.Zhu, X., Zhao, X., Gong, W., Xu, G. Macro and micro-mechanism analysis of soil arching effect in the cushion of rigid pile composite foundation. Building Structure, 2014, 4(1), 82-87.

12. 穆保岗，龚丛强，龚维明，赵学亮. 大型沉井建造过程对沉井前期变位影响的数值分析, 公路, 2014, 2, 33-38.

11. 朱小军, 龚维明, 赵学亮, 徐国平. 垫层土拱效应试验与计算方法[J]. 东南大学学报: 自然科学版, 2013, 43(5): 957-961.Zhu, X., Gong, W., Zhao, X., Xu, G. Experiments and calculation methods of soil arching in cushion. Journal of Southeast University ( Natural Science Edition), 2013, 43(5): 957-961.

10. 朱小军, 龚维明, 赵学亮. 砂桩群桩复合地基模型试验研究[J]. 岩土工程学报, 2013，35(增2): 680-683.Zhu, X., Gong, W., Zhao, X. Model tests on composite foundation with group sand piles. Chinese Journal of Geotechnical Engineering, 2013, 35 (Supp.2), 680-683.

9. 赵学亮，朱小军，霍少磊，陈辉. 碎石垫层破坏模式细观机理分析, 岩土工程学报, 2013, 35(增2), 1159-1162. Zhao, X., Zhu, X., Huo, S., Chen, H. Meso-scale mechanism analysis of failure modes of gravel cushion. Chinese Journal of Geotechnical Engineering, 2013, 35 (Supp.2), 1159-1162.

8. 朱小军，赵学亮，龚维明，徐国平．复合地基垫层破坏模式的试验研究与数值模拟［J］．东南大学学报:自然科学版，2013，43( 3) : 629-633.Zhu, X., Zhao, X., Gong, W., Xu, G. Experimental study and numerical simulation of cushion failure mode in composite foundation. Journal of Southeast University ( Natural Science Edition), 2013，43( 3) : 629-633．

7.赵学亮，赫建明，董高峰，吴方华. 离散单元法对粒状土的微观特性研究探讨. 工程地质学报. 2012, 20(4): 607-613

6. Zhao X.L, Evans T.M. Numerical analysis of critical state behaviors of granular soils under different loading conditions. Granular Matter, 2011, 13(6): 751-764. 

5. Dai G.L., Gong W.M.., Zhao X.L., Zhou X.Q. Static testing of pile-base post-grouting piles of the Suramadu Bridge. Geotechnical Testing Journal, 2011, 34(1): 1-15. 

4. Zhao X L. Analysis of granular assembly deformation using discrete element method. Journal of Southeast University (Natural Science Edition), 2010, 26(4):608-613. 

3. Zhao X.L, Evans T.M. Discrete Simulations of Laboratory Loading Conditions. International journal of geomechanics. 2009, 9(4): 169-178. 

2. Evans T M, Chall S, Zhao X.L., Rhyne T. Visualization and Analysis of Microstructure in Three-Dimensional Discrete Numerical Models. ASCE Journal of Computing in Civil Engineering, 2009，23(5):277-287 

1. 王鹏，赵学亮，万林海，蔡美峰. 基于GA和FCM的岩体结构面的混合聚类方法, 北京科技大学学报, 2004, 26(3), 227-232.Wang, P.,  Zhao, X.,  Wan, L.,  Cai, M.  Hybrid cluster analysis method based on GA and FCM for automatically identifying joint sets, Journal of University of Science and Technology Beijing, 2004, 26(3), 227-232.

Conference Papers:

10. Zhao, X., Zhu, X., Gong, W. Meso-mechanism analysis of soil arching in composite foundation, Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014, January 14, 2014 - January 17, 2014, Perth, WA, Australia, v1, 405-411.

9. Mu, B., Bie. Q., and Zhao, X. Mesoscale analyses of load distribution mode of caisson during sinking, Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014, January 14, 2014 - January 17, 2014, Perth, WA, Australia, v2, 1281-1287.

8. Zhao, X., Xu, J.,Bie, Q., Mu, B. Macro- and meso-scale mechanical behavior of caisson during sinking, Geo-Hubei 2014 International Conference on Sustainable Infrastructure: Innovative and Sustainable Use of Geomaterials and Geosystems, July 20, 2014 - July 22, 2014, Yichang, Hubei, China, Geotechnical Special Publication, n245 GSP, 25-32

7. Zhao, X., Xu, J., Li, B., and Mu, B. DEM modelling of boulders for rubble mound embankment construction, Geomechanics from Micro to Macro - Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014, September 1, 2014 - September 3, 2014, Cambridge, United kingdom, v1, 607-612

6. Zhao X. and Gong, W.. Development of floating offshore wind turbine and the mooring system. 2013 International Conference on Advanced Engineering Materials and Architecture Science, ICAEMAS 2013, July 27, 2013 - July 28, 2013, Xi'an, Shaanxi, China, Advanced Materials Research, 2013, v790:301-304.

5. Frost, J.D., Evans, T.M., Lu, Y., Zhao, X. Selected observations from 3-D experimental and numerical studies of shear banding in biaxial shear tests, GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering, March 25, 2012 - March 29, 2012, Oakland, CA, United states, 2012,Geotechnical Special Publication, n 225 GSP, p1116-1125.

4. Zhao X. L. Digital image analysis of microstructure of granular soils based on numerical method. Proceedings of SPIE -4th International Conference on Digital Image Processing, ICDIP 2012, April 7, 2012 - April 8, 2012, Kuala Lumpur, Malaysia, V8334:0R1-0R6 (EI)

3. Zhao X. L. Microscale Analysis of Direct Shear Test Using Discrete Numerical Method. 2011 GeoHunan International Conference - Instrumentation, Testing, and Modeling of Soil and Rock Behavior, June 9, 2011 - June 11, 2011, Hunan, China, ASCE 2011 Geotechnical Special Publication No. 222: 91-98. (EI)

2. Zhao X L. Numerical Modeling of Granular Assembly Using Discrete Element Method. 2010 International Conference on Advances in Materials and Manufacturing Processes, ICAMMP 2010，November 6, 2010 - November 8, 2010，Shenzhen, China， Advanced Materials Research, 2011, v146-147:738-742. 

1. Zhao X. L. Numerical Simulation of Axisymmetric Triaxial Test Using Discrete Element Method. 2010 IRAST International Congress on Computer Applications and Computational Science (CACS 2010), 932-935

发明专利：

赵学亮，朱小军，龚维明. 一种基于离散颗粒碎石垫层破坏模式的试验装置及研究方法授权专利号CN 102749251 B

赵学亮，陈念军，黄志宏，任亚群，刘欣良，龚维明，马骁，孙焯，宋志远，刘益平，王先勇，贾尚瑞. 基于标准贯入和静力触探试验相关关系的液化判别方法授权专利号CN 102864766 B

赵学亮，朱智荣，龚维明. 桥梁基础水平受荷试验装置及试验方法专利申请号201410399001.8

软件著作权：

赵学亮. 柔性薄膜边界平面应变试验数值模拟软件计算机软件著作权登记证书，2013，证书号：软著登字第0589224号

赵学亮. 三轴压缩试验柔性薄膜边界数值模拟软件计算机软件著作权登记证书，2013，证书号：软著登字第0619903号