个人简历:

姓 名：江学良
性别：男

出生年月：1977年10月

出生地：湖南省桃江县

民 族：汉族

职称职务：教授 副院长

最后学历：工学博士

工作单位：中南林业科技大学土木工程与力学学院

通讯地址：湖南省长沙市韶山南路498号
邮政编码：410004

E-mail：iamjxl@163.com

执业资格证书：全国注册土木工程师（岩土）、全国注册咨询师（投资）、全国注册造价师（土建）、全国一级注册建造师（房建、公路）

社会兼职：湖南省安全生产委员会专家库专家、湖南省招标投标专家库专家

学习经历:

1996年7月毕业于桃江一中，高中；

2000年6月毕业于中南大学建筑工程专业，本科，获学士学位。

2004年6月毕业于中南大学岩土工程专业，研究生，获工学硕士学位。

2008年12月毕业于中南大学岩土工程专业，研究生，获工学博士学位。

工作经历：

2000.7-2001.8深圳筑宇建设监理有限公司从事高层建筑现场管理工作；

2004.7-2000.11郑州新开元工程咨询公司从事隧道设计工作；

2004.12-2010.6湖南城市学院土木工程学院从事结构工程教学与科研工作,2007-2010任结构教研室主任；

2010.6-2015.2中南林业科技大学土木工程与力学学院从事地下工程教学与科研工作，任地下工程教研室主任;

2015.2至今任中南林业科技大学土木工程与力学学院副院长。

研究方向： 地下工程稳定、地下结构抗震与岩土力学

教学情况：

主讲《地下结构设计》，《地下建筑施工》，《基础工程》，《地铁与轻轨》、《混凝土结构设计原理》、《钢结构设计原理》与《建筑结构选型》等课程。

指导学生各类课程设计，包括《地下结构设计课程设计》、《基础工程课程设计》、《混凝土结构设计原理课程设计》、《钢结构课程设计》、《房屋建筑学课程设计》、《单层工业厂房课程设计》等。

指导城市地下空间工程方向与建筑工程方向学生毕业设计。

科研项目：

1、2013.年1月至2015年12月，含地下洞室（群）岩石边坡地震灾变行为与抗震性能评价（编号：**），国家自然科学基金项目，25万；（主持人）

2、2013年6月至2014年6月，地铁下穿建筑物的地表位移控制与建筑物安全风险评估技术研究（编号：2013SK3150，湖南省科技计划项目，2万；（主持人）

3、2008年1月至2010年12月， GFRP锚杆加固岩质边坡基本理论与设计方法研究（编号：07JJ6084），湖南省自然科学基金项目，2万；（主持人）

4、2012年1月至2014年12月, 含地下洞室（群）岩质边坡地震灾变机理与抗震设计方法研究（编号：11B133），湖南省教育厅高等学校科学研究青年项目，4万；（主持人）

5、2014年6月至2017年6月，城市地下空间工程专业培养体系的构建与实施，湖南省教育厅教育教学改革项目，1万；（主持人）

6、2012年1月至2014年12月，含地下洞室（群）岩质边坡地震灾变机理与稳定性研究（编号：2011-k3-15），住房与城乡建设部科技计划项目，5万；（主持人）

7、2011年1月至2013年12月，地下洞室（群）与岩质边坡系统动力灾变失稳机理与稳定性研究（编号：104-0155），中南林业科技大学人才引进项目，6万；（主持人）

9、2013年1月至2016年12月，地下开挖地层沉降过程的控制机理研究（编号：**），国家自然科学基金项目，80万（排名第二）

9、2012年至2014年，基于桩土能量平衡的基桩竖向承载力设计理论研究（编号：**），国家自然科学基金，26万；（排名第四）

10、2009年1月至2010年12月，CFRP筋混凝土梁受力性能与设计方法研究，湖南省建设人力资源协会（主持人）

专著与论文：

[1]Jiang Xueliang,Yang Lijun,Yang Hui,Wen Changping,Duan Shaowei,Yin Jiang. Determination Method and Application of Roof Safety Thickness Used Revised-Beam Model[J]. Electronic Journal of Geotechnical Engineering, 2014,19(C):591-600

[2]江学良,杨慧,文畅平,等.含地下采空区岩质边坡的施工过程数值分析[J].中国安全科学学报,2013,23(1):1-8. (一级学报)

[3]Jiang Xue-liang,Yang Hui1,Wen Chang-ping.Excavation Simulation of Opencut Mining Slope Containing Goaf Based On Refined Three-Dimensional Geological Model With SURPAC and FLAC3D [J].Electronic Journal of Geotechnical Engineering, 2013, 18(Bund. B):345-364. (EI收录)

[4]Xueliang Jiang,Hui Yang, Changping Wen,Jiang Yin.Modeling for Excavation Procedure in Soil Nailed Foundation Pit[J] Electronic Journal of Geotechnical Engineering, 2013, 13(Bund. B):1121-1130. (EI收录)

[5]江学良,曹平,杨慧.层状岩质边坡开挖过程的有限元模拟[J].岩土力学,2006,27(11):1935-1940(EI收录)

[6]江学良,曹平.岩质边坡动态施工过程稳定性评价的强度折减有限元法[J].岩土力学,2006,27(增):691-696(EI收录)

[7]江学良,曹平,杨慧.水平应力与裂隙密度对顶板安全厚度的影响[J].中南大学学报,2009,40(1):211-216(EI收录)

[8]江学良,杨慧,曹平.车辆荷载作用下岩石地下硐室顶板厚度分析[J].煤炭学报,2010,35(5):745-749(EI收录)

[9]Jiang Xue-liang,Yang Hui. Catastrophe analysis of underground cavern’s roof under motorcade loads[J]. Advances in Building Materials,2011,261-263:1419-1423(EI收录)

[10]Jiang Xue-liang,Yang Hui. Dynamic analysis of underground cavern’s roof under motorcade load with thick-plate theory[J], The WorkShop on civil engineering and energy engineering, China:IEEE,2011(EI收录)

[11]Jiang Xue-liang,Yang Hui. Simulation of Stage Excavation for Stratified Rock Slope by Using Elastic-Plastic Finite Element Method of Lowing Material’s Strength[C].International Conference on Civil Engineering and Building Materials,2011(EI收录)

[12]Yang Hui. Jiang Xue-liang.Research on the interaction of rock-mass with multiple cracks under seepage pressure[C].The WorkShop on civil engineering and energy engineering, China:IEEE,2011(EI收录)

[13]江学良,杨慧,等.FRP在土木工程结构加固中的研究进展[J].科技导报,2010,28(18):111-116

[14]江学良,杨慧,曹平.基于SURPAC模型的采空区与露采边坡相互影响的FLAC3D分析[J]岩土力学，2011，32（4）：1234-1240(EI收录)

[15]Jiang Xue-liang,Cao Ping,Yang Hui. Simulation of Stage Excavation for Stratified Rock Slope by Using Elastic-Plastic Finite Element Method of Lowing Material’s Strength [C]. The 3^rd International Symposium on Mordern Mining and Safety Technology Proceedings,2008,8

[16]Xue-liang Jiang, Ping Cao,Hui Yang. Several Crucial Problems in Determination Pile Length Using Reflection Wave Method[C].New Frontiers in Chinese and Japanese Geotechniques,2007,11:223-228

[17]江学良,曹平.边坡动态施工的有限元模拟与稳定性评价[J].地下空间与工程学报,2007,3(2):350-355

[18]江学良,曹平,杨慧.格构梁锚管复合结构加固裂隙岩质边坡的应用研究[J].防灾减灾工程学报.2008,28(3):330-334

[19]江学良,曹平,付军.大直径嵌岩灌注桩水平荷载试验研究[J].工程勘察,2007,3:16-20

[20]江学良,付军.弹塑性地基条件下群桩-土-承台的共同作用研究[J].湖南城市学院学报,2007,16(3):1-5

[21]Yang Hui, Jiang Xueliang, Li Na.Experimental Study on Mechanical Property of Peridotite under Water-Rock Interaction.Electronic Journal of Geotechnical Engineering, 2014,19 (E):1179-1188

[22]Yang Lijun, Jiang Xueliang. Nonlinear Vibration of Rectangular Orthotropic Plates Resting on the Three-Parameter Foundations in Thermal Environments[J]. Electronic Journal of Geotechnical Engineering,2014,19( Q):4215-4226

[23]Yang Lijun, Jiang Xueliang. The Natural Transverse Vibration of Rectangular Thick Plates With Viscoelastic on Viscoelastic Foundation[J].Electronic Journal of Geotechnical Engineering,2014,19(N):3173-3179

[24]Hui Yang, Xueliang Jiang,Changpin Wen, Jiang Yin.Modeling the Deformation of Tunnel Excavations in Layered Rock Masses[J] Electronic Journal of Geotechnical Engineering, 2013, 18(Bund. D):723-724. (EI收录)

[25]文畅平，江学良，杨果林，杨慧，段靓靓。桩板墙地震动力特性的大型振动台模型试验研究[J].岩石力学与工程学报，2013,32（5）：976-985（(EI收录)

[26]刘自由,江学良,左文贵.三维应力作用下岩体层面效应分析[J].岩土力学,2010,31(9):2845-2848(EI收录)

[27]杨慧,江学良,曹平.渗透水压下岩体多裂纹相互作用的计算[J].土木建筑与环境工程,2011 ,33(6):19-24. (EI收录)

[28]刘自由,江学良,林航.桩顶竖向荷载作用下桩土响应的数值分析[J].中南大学学报,2011, 42(2):508-513 (EI收录)

[29]文畅平，杨果林，江学良，李珍玉，段靓靓.重力式与格构式组合支挡结构位移和应变地震响应的振动台试验研究[J].振动与冲击,2012年第12期(EI收录)

[30]杨慧,曹平,江学良等.双轴压缩下闭合裂纹应力强度因子的解析与数值方法[J].中南大学学报,2008,39(4):850-855(EI收录)

[31]杨慧,曹平,江学良.水-岩化学作用等效裂纹长度细观模型[J].岩土力学, 2010,31(7):2104-2110. (EI收录)

[32]Yang Hui, Jiang Xue-liang. Effective shear stress fracture initiation criterion for closed-crack[A]. The 4th International Symposium on Lifetime Engineering of Civil Infrastructure, 2009,509-514.(ISTP收录)

[33]杨慧,曹平,江学良,等.闭合裂纹断裂的有效剪应力准则[J].岩土力学,2008,29(增刊) 470-475.

[34]曹平,杨慧,江学良,等.水岩作用下岩石亚临界裂纹的扩展规律[J].中南大学学报, 2010,41(2):649-654 (EI收录)

[35]杨慧,曹平,江学良.水-岩化学作用下岩体裂纹应力强度因子的计算及分析[J].南华大学学报,2009,23(2):14-17.

[36]杨慧,曹平,江学良.砂泥岩地基大直径灌注桩竖向承载力试验研究[J].防灾减灾工程学报,2009,29(5)549-554

获奖情况：

1、湖南省优秀自然科学论文三等奖（证书编号：4014-T-356）

2、校级优秀教改论文三等奖

后附英文对照
Personal Information:

Name：Jiang Xue-liang

Gender：Male
Date of Birth：October 1977
Birth Place：Taojiang, Hunan

Nationality：Han

Positional title：Associate Professor, Director of Underground Engineering Teaching and research section

Academy Degree： Doctor of Engineering

Organization：School of Civil Engineering and Mechanics, Central South University of Forestry and Technology

Address：498 Shaoshan South Road, Tianxin District, Changsha Hunan 410004, P.R.China
Zip Code：410004

E-mail： iamjxl@tom.com
Learning Experiences:

2000,6 Graduated from Central South University, major in Civil Engineering, Undergraduate, Received aBachelor of engineering degree

2004,6 Graduated from Central South University, major in Geotechnical Engineering, Postgraduates, Received Master's degree;

2008,12 Graduated from Central South University, major in Geotechnical Engineering, Doctoral students, Received Doctoral degree;
Teaching Activities:

Teaching 《Design of Underground Structure》,《Underground Builing Constrction》,《Metro and Light rail》,《Design Principle of Concrete Structure》and 《Steel structure》.

Guiding Course Design and Graduation Design.
Research Activities:

1.National natural science foundation of China“Seismic catastrophe behavior and anti-seismicperformanceevaluation of rock slope containing underground caverns” (Serial number：**), ￥250,000, From January, 2013 to December, 2015.（Chair）

2.Hunan provincial science and technology plan “Ground Movement Control for City Subway under-passing Architectural Complex and Security Risk Evaluation of Building” (Serial number：2013SK3150), ￥20,000，From June , 2013 to June, 2014.（Chair）

3.Hunan provincial Natural Science Foundation “Basic Theory and design Method of GFRP Bolt Reinforcement Rock Slope” (Serial number：07JJ6084), ￥20,000, From January, 2008 to December, 2010.（Chair）

4.Youth Project for Department of scientific research in colleges and universities in Hunan province “Study on Earthquake Disaster Mechanism and Seismic Design Method of Rock Slope with Underground cavern”(Serial number：11B133), ￥40,000, From January, 2012 to December, 2014.（Chair）

5. Science and Technology Plan Projects Housing and Urban-rural Development Minister “Earthquake mechanism and stability studies of rock slope with underground cavern”(Serial number：2011-k3-15) , ￥50,000, From January, 2012 to December, 2014.（Chair）

6、Central South forestry University of science and technology talents project“Dynamic Disaster mechanism and stability studies of rock slope with underground cavern” (Serial number：104-0155), ￥60,000, From January, 2011 to December, 2013.（Chair）
Publications:

[1] Jiang Xue-liang,Yang Hui1,Wen Chang-ping，et al.Numerical analysis of construction progress for rock slope with underground goaf [J].China safety science journal,2013,23(1):1-8.

[2]Jiang Xue-liang,Yang Hui1,Wen Chang-ping.Excavation Simulation of Opencut Mining Slope Containing Goaf Based On Refined Three-Dimensional Geological Model With SURPAC and FLAC3D [J].Electronic Journal of Geotechnical Engineering, 2013, 18(Bund. B):345-364.

[3]Xueliang Jiang,Hui Yang, Changping Wen,Jiang Yin.Modeling for Excavation Procedure in Soil Nailed Foundation Pit[J] Electronic Journal of Geotechnical Engineering, 2013, 13(Bund. B):1121-1130.

[4]Jiang Xue-liang,CAO Ping,Yang Hui. Simulation of stage excavation for stratified rock slope by using two-dimensional elastoplastic finite element method[J].Rock ans Soil Machinacs, 2006,27(11):1935-1940

[5]Jiang Xue-liang,CAO Ping.Strength reduction finite element method of stability Evaluation of Rock Slope Construction process[J]. Rock ans Soil Machinacs, 2006,27(Supplement):691-696

[6]Jiang Xue-liang,CAO Ping,Yang Hui. Effect of horizontal stress and rock crack density on

roof safety thickness of underground area[J]. Journal of Central South University (Science and Technology),2009,40(1):211-216

[7] Jiang Xue-liang, Yang Hui,CAO Ping.Roof thickness of rock underground cavern under vehicle dynamic load[J].Journal of China Coal Society,2010,35(5):745-749

[8]Jiang Xue-liang,Yang Hui. Catastrophe analysis of underground cavern’s roof under motorcade loads[C].The International Workshop on Construction, Environment, Transportation (ICEEE2010). China:IEEE,2010:4451-4445

[9]Jiang Xue-liang,Yang Hui. Dynamic analysis of underground cavern’s roof under motorcade load with thick-plate theory, The WorkShop on civil engineering and energy engineering, China:IEEE,2011

[10]Jiang Xue-liang,Yang Hui. Simulation of Stage Excavation for Stratified Rock Slope by Using Elastic-Plastic Finite Element Method of Lowing Material’s Strength, International Conference on Civil Engineering and Building Materials,2011

[11]Yang Hui. Jiang Xue-liang.Research on the interaction of rock-mass with multiple cracks under seepage pressure .The WorkShop on civil engineering and energy engineering, China:IEEE,2011

[12]Jiang Xue-liang,Yang Hui,et al.Applications of fiber reinforced plastic in structure rehabilitation in civil engineering[J]. Science and technology review, 2010,28(18):111-116

[13]Jiang Xue-liang, Yang Hui,CAO Ping. FLAC3D analysis of interaction between goaf and opencut mining slope with 3D geological model using SURPAC[J].Rock ans Soil Machinacs, 2011，32（4）：1234-1240

[14]Jiang Xue-liang,Cao Ping,Yang Hui. Simulation of Stage Excavation for Stratified Rock Slope by Using Elastic-Plastic Finite Element Method of Lowing Material’s Strength [C]. The 3^rd International Symposium on Mordern Mining and Safety Technology Proceedings,2008,8

[15]Xue-liang Jiang, Ping Cao,Hui Yang. Several Crucial Problems in Determination Pile Length Using Reflection Wave Method[C].New Frontiers in Chinese and Japanese Geotechniques,2007,11:223-228

[16]Jiang Xue-liang,Cao Ping. simulation and stability evaluation of slope construction with FEM[J].Chinese Journal of Underground Space and Engineering, 2007,3(2):350-355

[17]Jiang Xue-liang,Cao Ping,Yang Hui. Appl ication Research of Fractured Rock Slope with Lattice Beam and Anchor P ipe Grouting Composite Structure[J].Journal of Disaster Prevention and Mit igation Engineering, 2008,28(3):330-334

[18]Jiang Xue-liang,Cao Ping,Fu Jun.Test research on large-diameter rock-socket bored piles under lateral load[J].Geotechnical Investigation and Surveying, 2007,3:16-20

[19]Jiang Xue-liang, Fu Jun. Pile-soil-cape Interaction Research on the Condition of Elasto-plastic Ground[J].Journal of Hunan City University （Natural Science）, 2007,16(3):1-5

[20]Liu Zi-you,Jiang Xue-liang,Zuo Wen-gui.The effect of structure plane in rock mass under tri-axial stress condition[J]. Rock ans Soil Machinacs, 2010,31(9):2845-2848

[21] Liu Zi-you,Jiang Xue-liang,Lin Hang.Numerical analysis of pile soil interaction under pile head vertical load[J].Journal of Central South University (Science and Technology), 2011,42(2):508-513

[22]Yang Hui,Cao Ping,Jaing Xue-liang.Analytical and numerical research of stress intensity factor with a closed-crack in finite-rock-plates under biaxial compression[J]. Journal of Central South University (Science and Technology), 2008,39(4):850-855

[23]Yang Hui,Cao Ping,Jaing Xue-liang. Micromechanical model for equivalent crack propagation

under chemical corrosion of water-rock interaction[J].Rock ans Soil Machinacs, 2010,31(7):2104-2110.

[24]Yang Hui, Jiang Xue-liang. Effective shear stress fracture initiation criterion for closed-crack[A]. The 4th International Symposium on Lifetime Engineering of Civil Infrastructure, 2009,509-514.

[25] Yang Hui,Cao Ping,Jaing Xue-liang,et al.Effective shear stress criterion for closed-crack fracture[J]. Rock ans Soil Machinacs, 2008,29(S1) 470-475.

[26]Cao Ping,Yang Hui,Jaing Xue-liang.Subcritical crack growth of rock during water-rock interaction[J]. Journal of Central South University (Science and Technology), 2010,41(2):649-654

[27]Yang Hui,Cao Ping,Jaing Xue-liang.Calculation of Stress Intensity Factor for Crack Under Chemical Corrosive of Water-Rock Interaction[J]. Journal of Nanhua University, 2009,23(2):14-17

[28]Yang Hui,Cao Ping,Jaing Xue-liang,et al.Tests on Vertical Load Bearing Capacity of Large-Diameter Filling Piles in Soils of Mudstone and Sandstone[J].Journal of Disaster Prevention and Mit igation Engineering, 2009,29(5)549-554

Awards:

1. Third prize of excellent papers of natural science of Hunan province(Serial number：4014-T-356)

2. School-level third prize of excellent teaching reform paper