基本情况
姓名:李博
出生年月:1981.7
职称:教授
专业领域:岩石力学
联系地址:绍兴市越城区环城西路508号威尼斯87978797
邮编:312000
联系电话:0575-88346557
E-mail:
研究方向
1. 裂隙岩体的多场耦合特性研究
2. 静荷载以及动荷载作用下的岩体变形破坏特性研究
3. 考虑雨水渗透影响的边坡稳定性分析
4. 开挖扰动引起的裂隙生成及扩展影响研究
5. 隧道维护管理检测技术开发
教育背景
2006-2009日本长崎大学土木与环境工程专业博士生
2003-2006日本长崎大学土木与环境工程专业硕士生
1999-2003华中科技大学土木工程专业本科生
工作经历
2016-今威尼斯87978797教授
2012-2013瑞典皇家理工学院访问学者
2010-2015日本长崎大学工学研究科助理教授
2009-2010日本长崎大学工学研究科博士后
社会和学术兼职
绍兴市岩土工程学会理事
国际岩石力学学会会员
奖励和荣誉
1.2015年浙江省岩土力学与工程学会“自然科学学术奖”一等奖
2.2015年日本岩石力学学会年度“优秀论文奖”
3.2014年Int. J. Rock Mech. Min. Sci.杂志2014年度“优秀审稿人奖”
4.2011年国际岩石力学学会(ISRM),博士论文最高奖Rocha medal提名奖
5.2010年日本岩石力学协会年度“优秀论文奖”
6.2009年日本长崎大学优秀博士毕业生“研究生院院长奖”
7.2007年日本地盘工学会九州支部“优秀学生奖”
8.2006年日本长崎大学优秀硕士毕业生“研究生院院长奖”
9.2003年华中科技大学“优秀毕业生”
专利申请
基于分解-重构建立裂隙岩体三维数值模型的方法(发明专利)等十余项
科研项目
1. 国家自然科学基金青年项目:基于高精度可视化测量手段的裂隙岩体渗流传质特性研究,2017-2019,主持
2. 国家自然科学基金重大科研仪器研制项目:岩体结构面抗剪强度尺寸效应试验技术与系统研制,2015-2019,子课题负责人
3. 日本国家自然科学基金项目(JSPS):考虑岩石接触体破坏的多尺度渗流与物质运移特征研究,2015-2017,主持
4. 国家自然科学基金面上项目:动载作用下非均质岩石地基的动力响应研究,2014-2017,主要参与人
5. 国家自然科学基金面上项目:水力耦合作用下岩体结构面流变机理及锚固效应研究,2013-2016,主要参与人
6. 日本国家自然科学基金项目(JSPS):基于流体可视化和声纳成像技术的岩体内渗流与传质模型的开发,2012-2014,主持
7. 日本原子能开发机构(JAEA)合作研究项目:剪切过程中岩石裂隙的孔隙结构与渗流特征研究,2010-2011,主要参与人
8. 日本九州电力公司合作研究项目:岩石边坡测量与维护的合理方法研究,2006-2008,主要参与人
9. 日本九州电力公司合作研究项目:使用离散元法数值模拟岩石试验的适用性研究,2006-2008,主要参与人
期刊论文
10篇代表性论文
1. R. Liu,B. Li, Y. Jiang and N. Huang. (2016): Review: Mathematical expressions for estimating equivalent permeability of rock fracture networks. Hydrogeology Journal, 24: 1623-1649.
2. B. Li, R. Liu, Y. Jiang. (2016): A multiple fractal model for estimating permeability of dual-porosity media. Journal of Hydrology, 540: 659-669.
3. B. Li, R. Liu and Y. Jiang. (2016): Influences of hydraulic gradient, surface roughness, intersecting angle, and scale effect on nonlinear flow behavior at single fracture intersections. Journal of Hydrology, 538: 440-453.
4. R. Liu,B. Li, Y. Jiang. (2016): Critical hydraulic gradient for nonlinear flow through rock fracture networks: The roles of aperture, surface roughness, and number of intersections. Advances in Water Resources, 88: 53-65.
5. B. Li, Z. Zhao, Y. Jiang and L. Jing. (2015): Contact mechanism of a rock fracture subjected to normal loading and its impact on fast closure behavior during initial stage of fluid flow experiment. International Journal for Numerical and Analytical Methods in Geomechanics, 39: 1431–1449.
6. B. Li, Y. Jiang, T. Mizokami, K. Ikusada and Y. Mitani. (2014): Anisotropic shear behavior of closely jointed rock masses. International Journal of Rock Mechanics and Mining Science, 71: 258-271.
7. X. Xiong,B. Li, Y. Jiang, K. Koyama and C. Zhang. (2011): Experimental and numerical study of the geometrical and hydraulic characteristics of a single rock fracture during shear. International Journal of Rock Mechanics and Mining Science, 48: 1292-1302.
8. B. Li, Y. Jiang, Y. Tanabashi and Y. Yamashita. (2010): Behavior of large scale underground cavern located in jointed rock masses evaluated by using distinct element method. Soils and Foundations, 50: 589-601.
9. B. Li, Y. Jiang, T. Koyama, L. Jing and Y. Tanabashi. (2008): Experimental study on hydro-mechanical behaviour of rock joints by using parallel-plates model containing contact area and artificial fractures. International Journal of Rock Mechanics and Mining Science, 45: 362-375.
10. Y. Jiang,B. Liand Y. Tanabashi. (2006): Estimating the relation between surface roughness and mechanical properties of rock joints. International Journal of Rock Mechanics and Mining Science, 43: 837-846.
会议与论文集论文
1. B. Li, R. Liu and Y. Jiang (2015): Experimental and numerical studies on flow characteristics in rock fracture intersections considering influence of intersecting angle. In: Proc. of the 13th Int. Congr. on Rock Mechanics, Montreal, Canada, No. 344.
2. B. Li, Y. Jiang and G. Wang. (2011): Evaluation of shear velocity dependency of rock fractures by using repeated shear tests. In: Proc. of the 12th ISRM Int. Congress on Rock Mechanics, Beijing, China, pp.699-702.
3. B. Li, Y. Jiang, L. Yang, Y. Tanabashi and X. Xiong. (2010): Evaluation of validity of cubic law and hydro-mechanical properties of rock fracture using coupled shear-flow tests and 3-D numerical simulation. In: Proc. of the 44th U.S. Rock Mechanics Symposium, Salt Lake City, USA, No.1009.
4. B. Li, Y. Jiang, T. Koyama and L. Jing. (2006): Evaluation of flow field and aperture evolution in rock fracture during shear processes using visualization technique. Int. Conf. on Rock Joints and Jointed Rock masses, Tucson, USA, No.1009.
5. B. Li, Y. Jiang, R. Saho, Y. Tasaku and Y. Tanabashi. (2006): An investigation of hydromechanical behaviour and transportability of rock joints. In: Rock Mechanics in Underground Construction, Proc. of the 4th Asian Rock Mech. Symp., Leung CF Y and Zhou YX, eds., World Scientific, Singapore, p.321.