高玉峰
发布时间: 2015-02-15   浏览次数: 30102

简介

    高玉峰,男,1966年7月出生,博士,教授,国务院学位委员会竞博工程学科评议组成员,竞博jbo院长。

研究方向
    1.土动力学与岩土地震工程

  2.土的基本特性及地基处理

  3.边坡工程

主讲课程
    《土力学》、《土动力学》
学术兼职
中国竞博工程学会土力学及岩土工程分会常务理事
    中国振动工程学会土动力学专业委员会常务委员
    江苏省岩土力学与工程学会副理事长
    《岩土工程学报》编委
    《岩石力学与工程学报》编委
    《防灾减灾工程学报》副主编

主要成果

国际著名期刊SCI论文

1. Zhang F, Gao Y F, Wu Y X, et al. Upper-bound solutions for face stability of circular tunnels in undrained clays[J]. Géotechnique, 2017: 1-10.

2. Gao Y F, Zhang F, Lei G H, et al. An extended limit analysis of three-dimensional slope stability[J]. Géotechnique, 2013, 63(6): 518.

3. Hong Z S, Bian X, Cui Y J, Gao Y F, et al. Effect of initial water content on undrained shear behaviour of reconstituted clays[J]. Géotechnique, 2013, 63(6): 441.

4. Zhang F, Leshchinsky D, Gao Y. Three-Dimensional Slope Stability Analysis of Convex Turning Corners. Journal of Geotechnical and Geoenvironmental Engineering, ASCE.2018(Accepted)

5. Gao Y, Lei G H, et al. Stability charts for 3D failures of homogeneous slopes[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE.2012, 139(9): 1528-1538.

6. Tang Q, Zhang Y, Gao Y, et al. Use of cement-chelated, solidified, municipal solid waste incinerator (MSWI) fly ash for pavement material: mechanical and environmental evaluations [J]. Canadian Geotechnical Journal, 2017.

7. Gao Y, Zhu D, Zhang F, et al. Stability analysis of three-dimensional slopes under water drawdown conditions[J]. Canadian Geotechnical Journal, 2014, 51(11): 1355-1364.

8. Tang Q. *, Gu F., Gao Y.F., Inui T., Katsumi T., Desorption Characteristics of Cr(III), Mn(II) and Ni(II) in Contaminated Soil Using Citric Acid and Citric Acid Containing Wastewater, Soils and Foundations,2018(Accepted)

9. Wang Y, Gao Y, Li B, et al. One-way cyclic deformation behavior of natural soft clay under continuous principal stress rotation[J]. Soils and Foundations, 2017.

10. Wu Y, Gao Y, Zhang N, et al. Simulation of Spatially Varying Non-Gaussian and Nonstationary Seismic Ground Motions by the Spectral Representation Method[J]. Journal of Engineering Mechanics,ASCE. 2017, 144(1): 04017143.

11. Wu Y, Li R, Gao Y, et al. Simple and Efficient Method to Simulate Homogenous Multidimensional Non-Gaussian Vector Fields by the Spectral Representation Method[J]. Journal of Engineering Mechanics, ASCE. 2017, 143(12): 06017016.

12. Wu Y, Gao Y. Analytical solutions for simply supported viscously damped double-beam system under moving harmonic loads[J]. Journal of Engineering Mechanics, ASCE.2015, 141(7): 04015004.

13. Wu Y, Gao Y, Li D. Error Assessment of Multivariate Random Processes Simulated by a Conditional-Simulation Method[J]. Journal of Engineering Mechanics,ASCE. 2014, 141(5): 04014155.

14. Gao Y, Wu Y, Li D, et al. Error assessment for the coherency matrix-based spectral representation method in multivariate random processes simulation[J]. Journal of Engineering Mechanics,ASCE. 2012, 139(9): 1294-1299.

15. Gao Y, Wu Y, Cai Y, et al. Error assessment for spectral representation method in random field simulation[J]. Journal of Engineering Mechanics, ASCE.2011, 138(6): 711-715.

16. 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. (Accepted)

17. Yuke Wang; Yufeng Gao; Yuanqiang Cai; Lin Guo. Effect of initial state and intermediate principal stress on non-coaxiality of soft clay involved cyclic principal stress rotation[J]. International Journal of Geomechanics, ASCE.2018(Accepted)

18. Fei Zhang, Yufeng Gao, Dov Leshchinsky, Shangchuan Yang, Guangyu Dai. 3D Effects of Turning Corner on Stability of Geosynthetic-Reinforced Soil Structures. Geotextiles and Geomembranes. 2018. (Accepted)

19. Wang Y, Gao Y, Guo L, et al. Influence of Intermediate Principal Stress and Principal Stress Direction on Drained Behavior of Natural Soft Clay[J]. International Journal of Geomechanics, ASCE.2017, 18(1): 04017128.

20. Liu M, Gao Y. Constitutive Modeling of Coarse-Grained Materials Incorporating the Effect of Particle Breakage on Critical State Behavior in a Framework of Generalized Plasticity[J]. International Journal of Geomechanics, ASCE. 2016, 17(5): 04016113.

21. Zhang F, Gao Y, Leshchinsky D, et al. Closed-Form Solution for Stability of Slurry Trenches[J]. International Journal of Geomechanics, ASCE.2016, 17(1): 04016029.

22. Song J, Gao Y, Rodriguez-Marek A, et al. Empirical predictive relationships for rigid sliding displacement based on directionally-dependent ground motion parameters[J]. Engineering Geology, 2017, 222: 124-139.

23. Zeng L L, Hong Z S, Gao Y F. Practical estimation of compression behaviour of dredged clays with three physical parameters[J]. Engineering Geology, 2017, 217: 102-109.

24. Wan Y, Gao Y, Zhang F. A simplified approach to determine the unique direction of sliding in 3D slopes[J]. Engineering Geology, 2016, 211: 179-183.

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

26. Wang Y, Gao Y, Guo L, et al. Cyclic response of natural soft marine clay under principal stress rotation as induced by wave loads[J]. Ocean Engineering, 2017, 129: 191-202.

27. Ji J, Zhang C, Gao Y, et al. Effect of 2D spatial variability on slope reliability: A simplified FORM analysis[J]. Geoscience Frontiers, 2017.

28. Zeng L L, Hong Z S, Gao Y F. One-dimensional compression behaviour of reconstituted clays with and without humic acid[J]. Applied Clay Science, 2017, 144: 45-53.

29. Zhao Z, Kouretzis G, Sloan S, Gao Y. Ultimate lateral resistance of tripod pile foundation in clay[J]. Computers and Geotechnics, 2017, 92: 220-228.

30. Gao Y, Yang S, Zhang F, et al. Three-dimensional reinforced slopes: Evaluation of required reinforcement strength and embedment length using limit analysis[J]. Geotextiles and Geomembranes, 2016, 44(2): 133-142.

31. Wu Y, Gao Y. Dynamic response of a simply supported viscously damped double-beam system under the moving oscillator[J]. Journal of Sound and Vibration, 2016, 384: 194-209.

32. Zhang F, Leshchinsky D, Baker R, Gao Y, et al. Implications of variationally derived 3D failure mechanism[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2016, 40(18): 2514-2531.

33. Yang S, Leshchinsky B, Zhang F, Gao Y. Required strength of geosynthetic in reinforced soil structures supporting spread footings in three dimensions[J]. Computers and Geotechnics, 2016, 78: 72-87.

34. Zhang F, Gao Y F, Leshchinsky D, et al. Three-dimensional stability of slurry-supported trenches: End effects[J]. Computers and Geotechnics, 2016, 74: 174-187.

35. Wu Y, Gao Y, Zhang N, et al. Simulation of Spatially Varying Ground Motions in V-shaped Symmetric Canyons[J]. Journal of Earthquake Engineering, 2016, 20(6): 992-1010.

36. Gao Y, Song W, Zhang F, et al. Limit analysis of slopes with cracks: Comparisons of results[J]. Engineering Geology, 2015, 188: 97-100.

37. Gao Y, Wu D, Zhang F. Effects of nonlinear failure criterion on the three-dimensional stability analysis of uniform slopes[J]. Engineering Geology, 2015, 198: 87-93.

38. Li D, Zhang Y, Feng L, Gao Y. Capacity of modified suction caissons in marine sand under static horizontal loading[J]. Ocean Engineering, 2015, 102: 1-16.

39. Zhang F, Leshchinsky D, Gao Y, et al. Required unfactored strength of geosynthetics in reinforced 3D slopes[J]. Geotextiles and Geomembranes, 2014, 42(6): 576-585.

40. Gao Y, Yang S, Wu Y, et al. Evaluation of oblique pullout resistance of reinforcements in soil wall subjected to seismic loads[J]. Geotextiles and Geomembranes, 2014, 42(5): 515-524.

41. Gao Y, Wu Y, Li D, et al. An improved method for the generating of spectrum-compatible time series using wavelets[J]. Earthquake Spectra, 2014, 30(4): 1467-1485.

42. Liu M, Gao Y, Liu H. An elastoplastic constitutive model for rockfills incorporating energy dissipation of nonlinear friction and particle breakage[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 38(9): 935-960.

43. Wu Y, Gao Y, Li D, et al. Comparison of the spectral representation method to simulate spatially variable ground motions[J]. Journal of Earthquake Engineering, 2014, 18(3): 458-475.

44. Gao Y, Zhang N. Scattering of cylindrical SH waves induced by a symmetrical V-shaped canyon: near-source topographic effects[J]. Geophysical Journal International, 2013, 193(2): 874-885.

45. Gao Y, Qiu Y, Li B, et al. Experimental studies on the anti-uplift behavior of the suction caissons in sand[J]. Applied Ocean Research, 2013, 43: 37-45.

46. Liu M, Gao Y, Liu H. A nonlinear Drucker–Prager and Matsuoka–Nakai unified failure criterion for geomaterials with separated stress invariants[J]. International Journal of Rock Mechanics and Mining Sciences, 2012, 50: 1-10.

47. Zhang N, Gao Y, Cai Y, et al. Scattering of SH waves induced by a non-symmetrical V-shaped canyon[J]. Geophysical Journal International, 2012, 191(1): 243-256.

48. Gao Y, Zhang N, Li D, et al. Effects of topographic amplification induced by a Ushaped canyon on seismic waves[J]. Bulletin of the Seismological Society of America, 2012, 102(4): 1748-1763.

49. Gao Y, Wu Y, Li D, et al. An improved approximation for the spectral representation method in the simulation of spatially varying ground motions[J]. Probabilistic Engineering Mechanics, 2012, 29: 7-15.

50. Gao Y, Wang S, Chen C. A united deformation-strength framework for Lightweight Sand–EPS Beads Soil (LSES) under cyclic loading[J]. Soil Dynamics and Earthquake Engineering, 2011, 31(8): 1144-1153.


获奖情况 

1.河谷场地土坝地震灾变理论与抗震加固技术。教育部科技进步一等奖(排名12017

2.长期循环动载下饱和软弱土地基灾变控制技术及应用,国家科技进步二等奖(排名2,2013

3.现浇混凝土大直径管桩及复合地基技术与应用,国家技术发明二等奖(排名22011

  

研究课题

1. 国家自然科学基金重点项目(41630638):考虑河谷地形效应的土石坝坝坡地震稳定性研究(2017-2021)(项目负责人)
  2. 973课题(2015CB057901):复杂地形地质条件下近场地震动传播特性(2015-2018)(课题负责人)
  3. 国家自然科学基金面上项目(51479050):河谷地形地震波传播理论及散射规律研究(2015-2018)(项目负责人)
  4. 国家自然科学基金重大计划培育项目(90815020):多点、多向地震耦合作用下高土石坝动力灾变研究(2009-2011)(项目负责人)
  5. 国家自然科学基金面上项目(51278382):地震作用下土质边坡渐进破坏特性及机理分析(2013-2016)(项目负责人)
  6. 国家自然科学基金面上项目(50879023):内陆疏浚高含水率淤泥透气真空快速泥水分离的机理研究(2009-2011)(项目负责人)
  7. 国家自然科学基金重点项目(50639010):海洋土工程特性与地基变形规律研究(2007-2010)(参加单位河海大学课题组负责人)
  8. 国家自然科学基金面上项目(50479020):动荷载作用下EPS颗粒混合轻质土的强度和变形特性的试验研究(2005-2007)(项目负责人)
  9. 工程应用项目:虎门二桥坭洲水道桥锚碇地下连续墙施工过程变形与内力优化数学模型开发(2017.1~2017.12)
  10. 工程应用项目:苏通越江电力隧道盾构施工引起地层移动以及开挖面稳定性的计算分析(2016.10~2019.10)
  11. 工程应用项目:港珠澳大桥珠海连接线临海隧道软弱土灾变特性及注浆控制技术研究(2011.7~2013.12)
  12. 工程应用项目:常熟电厂取水工程施工技术研究(2011.3~2014.12)
  13. 工程应用项目:广东省软土分布与工程特性的统计性研究(2008.10~2010.12)
  14. 工程应用项目:龙潭、石泉湖、黄仁、昌里、马庄、大山水库地震反应分析及抗震加固措施研究 (2007.10~2008.12)
  15. 工程应用项目:秦淮河边坡稳定性分析与加固技术研究(2002~2003)
研究生培养

一、博士研究生
  尹立新、代登辉、杨清杰、肖伟、张京伍、王丽亚、赵子豪、万愉快、孟浩、王占彬、陈欣、陈延博、高云起、周政
  二、硕士研究生
  汤昕怡、杭磊、顾张翔、王勇、徐佳辉、王虎、张书涵、柯力俊、任杰、杨恩杰

联系方式
210098 南京市西康路1号 河海大学岩土工程研究所
  电话:025-83787287(办)
  传真:025-83787287
  电邮:yfgao66@163.com
 

 

Yufeng GaoPh.D

Cheung Kong Scholar Chair Professor, China Ministry of Education

Director of Geotechnical Research Institute of Hohai University (GeoHohai), China

Biography:
    1996.9-1999.7 Zhejiang University, Ph.D., Geotechnical Engineering
    1992.9-1995.5 Hefei University of Technology, M.S., Tectonic geology
    1983,9-1987,7 Hefei University of Technology, B.S., Geophysics
  Research Interests
    Earthquake engineering; Soil dynamics; Stability of earth structures; Site effects; Processes simulation; Constitutive Modeling of Soils; Plasticity and limit analysis
  Teaching courses
    Soil Mechanics; Soil Dynamics and Earthquake Engineering
  Honors and Awards
  (1) National Awards for Progress in Science and Technology, China, 2013
  (2) Awards for Progress in Science and Technology, Zhejiang Province, China, 2012
  (3) National Awards for Technology Invention, China, 2011
  (4) Awarded by Science and Technology Progress, China Ministry of Education, 2009
  (5) Award by Science and Technology Progress, Anhui Province, China, 2009
  (6) Award by Science and Technology Progress, Guangdong Province,China, 2009
  Funding
    (1) The progressive failure feature of slop under seismic load (No. 51278382) supported by Natural Science Foundation of China. (2013-2016)
    (2) The dynamic cataclysm behavior of high embankment dam under multi-point, multi-directional seismic input (No.90815020), supported by Natural Science Foundation of China. (2009-2011)
    (3) The engineering properties of Marine soil and deformation law of foundation (No. 50639010), supported by Natural Science Foundation of China. (2007-2010)
    (4) Test study on aeration vacuum dredged sludge dewatering method and influencing factors analysis (No. 50879023), supported by Natural Science Foundation of China. (2009-2011)
    (5) The strength and deformation feature of Lightweight Sand-EPS beads Soil (LSES) under cyclic loading (No. 50479020) supported by Natural Science Foundation of China. (2005-2007)

Contact
    Geotechnical Research Institute of Hohai University
    Geotechnical Building, Room 205
    Nanjing,210098, China.
    Phone: 86-25-83787287
    Fax: 86-25-83787287
    Email: yfgao66@163.com

 

 


XML 地图 | Sitemap 地图