简涛/Dr. Tao JIAN

发布者:admin发布时间:2023-05-05浏览次数:2479

   

  简涛,男,汉族,陕西安康人,199311月生,中共党员,博士。20166月毕业于山东科技大学,获地质工程学士学位;20196月毕业于长安大学,获地质工程硕士学位;20231月毕业于中科院武汉岩土力学研究所,获岩土工程博士学位。主要从事特殊土土力学的基础研究和地质灾害、工程灾害的防治工作。参与国家重点研发计划子课题1项,国家自然科学基金面上项目1项,主持重庆市教委科技项目2项,发表论文10余篇,其中以第一或通讯作者发表SCI/EI论文6篇。

Basic Information

Name: Tao Jian        Birth date: November 28, 1993   E-mail: jiantao@yznu.edu.cn

Academic Degree: Ph. D

Research Field: Mechanical behavior of special soils and improved soils, Soil cyclic loading response

Education Experience

201906-202301, Ph.D, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

201609-201906, M.S., College of Geological Engineering and Geomatics, Chang'an University;

201209-201609, B.S., College of Earth Science and Engineering, Shandong University of Science and Technology.

Work Experience

2023-Now, School of Civil and Architectural Engineering, Yangtze Normal University.

Scientific Research Projects

202409-202709, Chongqing Education Science and Technology Research Project, Experimental Study on the Influence of Pore Structure and Stress State on the Permeability of Silty Clay

202309-202509, Chongqing Education Science and Technology Research Project, Saturated Loess Cyclic Shear Response and Constitutive Modeling Considering Initial Stress Conditions

Published Articles

[1] Jian T, Wen T, Ying S. Deformation and Cyclic Degradation of Saturated Loess under Cyclic Loading: Influence of Initial Stress State[J]. Geotechnical and Geological Engineering, 2025, 43(9): 502.

[2] Jian T, Wen T, Ying S, et al. Effect of water content on small strain shear modulus degradation behaviour of undisturbed loess[J]. Geomechanics and Geoengineering, 2025, 20(5): 1109-1127.

[3]简涛, 孔令伟, 柏巍等. 基于耗散能量的饱和黄土动孔压模型[J]. 岩土力学, 2023, 44(08): 2238-2248.

Jian T, Kong L W, Bai W, et al. Dynamic pore pressure model for saturated loess based on dissipative energy[J]. Rock and Soil Mechanics, 2023, 44(08): 2238-2248.

[4] Jian T, Kong L W, Bai W, et al. The evolution of macro-meso properties of intact loess under long-term seepage and its influence on irrigation-induced loess flowslides[J]. Journal of Mountain Science, 2022,19(10):2935-2951.

[5] Jian T, Kong L W, Bai W, et al. Investigation on compressibility and microstructure evolution of intact loess at different wetting states[J]. Frontiers in Earth Science, 2022,10: 923358.

[6] 简涛, 孔令伟, 柏巍等. 含水率对原状黄土小应变剪切模量影响的试验研究[J]. 岩土工程学报, 2022, 44(S1): 160-165.

Jian T, Kong L W, Bai W, et al. Experimental study on effects of water content on small-strain shear modulus of undisturbed loess[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 160-165.


 


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