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包小华

包小华

讲师

【联系方式】:
     办 公 室:A524 
     电       话:+86-0755-86670364
     电子邮件:bxh@szu.edu.cn
 通讯地址:广东省深圳市南山区3688号深圳大学南区土木工程学院土木工程系, 518060

【研究方向】:
   岩土本构关系,砂土液化,地基基础防灾抗震,数值模拟。

【论文与著作】:
期刊论文
1. Bao X., Morikawa Y., Kondo Y., Nakamura K. and Zhang F. “Shaking table test on reinforcement effect of partial ground improvement for group-pile foundation and its numerical simulation”, Soils and Foundations, Vol.52, No.6., 1043-1061, 2012.12. (SCI)
2. Morikawa Y., Bao X., Maeda K., Imase T. and Zhang F. “Importance of liquefaction analysis considering re-liquefaction due to aftershock of earthquake”, Japan Science and Technology Information Aggregator, vol. 7(2):389~397 , 2012. (In Japanese)
3. Zhang F., Bao X. and Ikariya T. “Modeling of unsaturated soil considering the effect of saturation directly”, Geomechanics and Geotechnics: from Micro to Macro, Taylor & Francis Group, London, Vol.1, 41-45, 2011.(EI)
4. Jin Y., Bao X., Kondo Y. and Zhang F. “Soil-water coupling analysis of real-scale field test for 9-pile foundation subjected to cyclic horizontal loading”, Geotechnical Special Publication, Deep foundation and Geotechnical in situ test, ASCE, Vol. 205, 111-118, 2010.(EI)
5. Jin Y., Bao X., Kondo Y. and Zhang F. “Numerical evaluation of group-pile foundation subjected to cyclic horizontal load”, Front of Architecture and Civil Engineering in China, vol. 4(2): 196-207, 2010.

会议论文
1. Morikawa Y., Bao X., Zhang F., Sakaguchi H. and Taira A. “Mechanism of liquefaction in repeated earthquake vibration”, Proc. of 5th China-Japan Geotechnical Symposium, 386~394, 2012.12.
2. Xiong Y., Bao X. and Zhang F. “2D numerical simulation of model test on slope failure due to rainfall based on a rational constitutive model for unsaturated soil”, Proc. of 5th China-Japan Geotechnical Symposium, 26~35, 2012.12.
3. Bao X., Morikawa Y., Maeda K., Imase T. and Zhang, F. “Liquefaction analysis considering re-liquefaction due to aftershock in the 2011 Great East Japan Earthquake”, Proc. of JS-Seoul 2012, International Joint Symposium on Urban Geotechnics for Sustainable Development, 144-147, 2012.12.
4. Bao X., Morikawa Y., Kondo Y., Nakamura K. and Zhang F. “Mechanical behavior of partial-ground-improved existing group-pile foundation”, The 9th International Conference on Testing and Design Methods for Deep Foundation, Kanazawa, Japan, 18~20, September, 2012.
5. Xiong Y., Bao X., Zhang S. and Zhang F. “Finite element analysis on slope failure due to rain fall based on fully coupled soil-water-air 3-phase field theory”, Proc. of 6th International Workshop on New Frontiers in Computational Geotechnics, IWS-Takayama, 153~160, 2012.12.
6. M. Morikawa, X. Bao, F. Zhang, A. Taira & H. Sakaguchi, “Why an aftershock with a maximum acceleration of 25 gal could make ground liquefied in the 2011 Great East Japan Earthquake”, Proc. of 6th International Workshop on New Frontiers in Computational Geotechnics, IWS-Takayama, 117~122, 2012.12.
7. Kondo Y., Jin Y., Bao X., Nakamura K. and Zhang F. “Numerical experiment on seismic behavior of group-pile foundation with partial ground solidification under dynamic loading”, Proc. Symposium of Chubu of The Japanese Geotechnical Society, Vo.22, 109-114, 2010. (In Japanese)
8. Bao X. and Huang H. “Risk assessment for the safe grade of deep excavation”, The Sixth International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Theme 4, 507-512, 2008.(EI 20111013726824)

【科研项目】:
1.    国家自然科学基金项目:《强震作用下桩-土-上部结构达到极限状态时的性能分析及抗震措施》(NO.  51308346),2014年1月1日 – 2016年12月31,项目主持。

【主讲课程】:
本科生:土力学   路基路面工程
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