Liangyan Associate professor

• Department: School of Highway
• Gender: female
• BirthDate: 1968-04-02
• Career: Associate professor
• Degree: Doctor
• Academic Credentials: Graduate student
• Graduate School: Chang’an University
• Tel: 13468723198
• Email: liangyan66888@163.com
• Address School: 330# Chang’an University, The middle part of south 2th ring road, Xi’an Shaanxi province, 710064, C
• PostCode School: 710064
• Fax School: 029-82334434
• Office Location: School of Highway,Chang’an University
• Education experience:

  1987/9～1994/7  Changchun College of Geology, bachelor and master degree;

  2000/9～2007/6  Chang’an University, doctor degree;

  2007/12～2012/4 Chang’an University, post-doctor;

  2017/02～2018/02  University of Ottawa (Canada)  visiting scholar.

  
  

LIANG Yan (1968- ), female, doctor, associate professor, mainly research field: geology engineering and geotechnical engineering, E-mail: liangyan66888@163.com

Teacher

 geology engineering and geotechnical engineering,

Highway engineering geology, soil mechanics, et al.

Respond for the project supported by the Natural Science Foundation of China: The study of loess slope stability considering water seepage along the fissure（No: 41172256）。

Take part in the 973 National Basic Research Program of China（2014CB744701），subject: the interaction between loess structure and water sensitivity and the mechanism of causing disaster (2014CB744701-2-1）from  2015、1 to 2018、12；

Take part in the project of National Natural Science Foundation of China（Program No.41372329），The moisture mobility mechanism in unsaturated loess（from 2014、1  to 2017、12）；

[1] Yan Liang, Lijuan Huang, Xianli Xing, et al. Study on the Reliability of Loess Cutting Slope Considering the variability of soil-water characteristic parameters[J], Advanced Materials Research, 2012. EI

[2] LIANG Yan, ZHAO Ji-fei, Li Ping, et al. Risk Analysis and Management of Loess Landslide Considering Water Infiltration in the Top Fissure[C], the international conference on Engineering and Business Management (EBM 2012), 2012.

[3] LIANG Yan, XING Xian-li, LI Tong-lu et al. Study of the anisotropic permeability and mechanism of Q3 loess [J], Rock and Soil Mechanics, 2012, 33(5):1313-1318.

[4] LIANG Yan1，2, LI Jiachun1, LI Ping2, et al. Reliability Evaluation of Subgrade in the Erosion of Flood Considering Uncertainty of Flood Volume [J], Journal of Highway and Transportation Research and Development, 2013, 30(1):50-55.

[5] Liang Yan, Liu Chao, Li Tong-lu, et al. The effect of the filling caves on loess slope stability in irrigation[J], Advanced Materials Research, 2013\5，（EI）

[6] Liang Yan, Li Tong-lu, Li Jia-chun, et al. Orthogonal test of factors affecting the stability of high soil-stone embankment immersed in water[J]. Gonglu, 2014, 59(11) : 31-35. (in Chinese)

[7] LIANG Yan, CHENG Chang-meng, DU Xin, et al. The study of soil-water characteristic curve of Q3 loess in the desorption and absorption process [J]. Highway Engineering, 2016, 41(4): 67-71.

[8] LIANG Yan, DU Xin, HUANG Fubin, et al. Experimental research on influences of water content and soil samples of different directions on soil-water characteristic curves of intact unsaturated loess[J]. Journal of Chongqing Jiaotong University (Natural Science), 2016, 35(6): 57－59.

 [9] LIANG Yan, DU Xin. The influence of water content on the cohesion and internal friction angle of undisturbed loess in the lateral unloading[J]. Science Technology and Engineering, 2016, 16(18): 234－236.

No

1994/7～now  School of Highway, Chang’an University