教师个人主页教师个人主页
教师姓名：蒋冲
职称：教授
教师拼音名称：jiangchong
性别：男
所在单位：资源与安全工程学院
学历：博士研究生毕业
入职时间：2008-11-21
学位：博士学位
毕业院校：湖南大学/西澳大利亚大学
在职信息：在职
学科：土木工程. 安全科学与工程. 矿业工程
蒋 冲， 湖南城步人，博士(后)，教授，博士生导师，城市地下空间工程系副主任。2008年毕业于湖南大学土木工程学院，获岩土工程博士学位，澳大利亚西澳大学访问学者(2012.07-2013.07)，国家自然科学基金评审专家。中国土木工程学会土力学与岩土工程分会桩基础学术委员会理事、中国土木工程学会土力学与岩土工程青年委员会委员、中国公路学会隧道分会理事、湖南省岩石力学与工程学会理事。现中南大学资源与安全工程学院从事岩土工程、城市地下空间工程教学与研究工作。
主持国家自然科学基金面上项目4项、湖南省自然科学基金2项、湖南省交通科技项目1项、中国博士后科学基金项目1项以及国家重点实验室基金2项。先后参与国家863、湖南省重大科技专项等纵横向科研项目30余项。国内外学术刊物上发表论文100余篇，其中：SCI、EI检索50余篇。获发明和实用新型专利10余项。应邀担任岩土工程学报、地下空间工程等多种国内外期刊审稿人。主讲本科生《基础工程》、《工程地质》、《城市地下空间规划》和研究生《复合地基理论与应用》、《极限分析理论与方法》等课程。
欢迎博士后、博士、研究生及本科生加入本研究团队。
联系方式
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Email: jiangchong@csu.edu.cn
湖南长沙麓山南路932号中南大学资源与安全工程学院 410083
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›国家自然科学基金面上项目：竖向荷载作用下斜坡嵌岩桩冻融劣化承载特性，主持,2025-2028
›国家自然科学基金面上项目：深厚回填土嵌岩桩竖向承载机理及其设计计算方法研究，主持(51978665)
›国家自然科学基金面上项目：斜坡与荷载方向协同作用的超大直径风电桩基承载机理与设计计算方法研究，主持,开始日期:2017-01-01,立项时间:2016-09-08,结项时间:2020-12-31.
›国家自然科学基金面上项目：陡坡高桥墩-双桩结构体系承载机理及其稳定性计算方法研究，主持,开始日期:2015-01-01,立项时间:2014-09-10,结项时间:2018-12-31.
›湖南省自然科学基金面上项目：水平非对称循环荷载下考虑砂土对流特性的风电桩基承载特性研究，主持，2025-2027
›湖南省自然科学基金面上项目：红砂岩边坡嵌岩微型组合抗滑桩的弯剪变形特征研究，主持,立项时间:2014-10-09
›湖南省交通厅:湖南省交通科技项目：特大型溶洞地段公路隧道建造技术研究，主持
›校企合作项目：黄河古贤山西水资源配置工程可研阶段钻孔地应力测试与特征，主持，2024-2025
›校企合作项目：考虑砂土对流特性的桩基水平循环承载机理及p-y曲线计算方法研究，主持，2023-2025
›校企合作项目：金龙沟金矿含氰尾砂综合利用探索性研究，主持
›校企合作项目：碎石混凝土界面剪切机理及数值试验研究，主持
›中央高校基本科研业务费项目：陡坡高桥墩桩基设计理论与数值试验研究，主持
›开放基金：变截面螺纹复合地基承载力机理与沉降计算研究，主持
›开放基金：高陡边坡基桩竖向承载机理与数值试验研究，主持
›Fanhuan Zeng,Chong Jiang (蒋冲)*,Zhao Chen ,Pan Liu .A two-dimensional p-y model for piles under multi-directional cyclic loading considering the effects of sand collapse,Computers and Geotechnics 186 (2025) 107413
›Fanhuan Zeng,Chong Jiang (蒋冲)*.Calculation model for lateral response of piles considering the characteristics of sand convection under asymmetric cyclic loading,Applied Ocean Research 156 (2025) 104491
›Chaoyang Zhang, Chong Jiang (蒋冲)*,Li Pang.Investigation on the shear behavior of thin-layer grouted joints: discrete element analysis and analyticalmodel,Computational Particle Mechanics,2025,2
›Pang, L, Yang, H, Jiang, C ,Undrained cyclic loading of cylindrical cavity in sands with the SANISAND model,ACTA GEOTECHNICA,2025,4
›Li Pang,Chong Jiang (蒋冲)*, Chaoyang Zhang.Cylindrical cavity expansion-contraction solutions in undrained MCC soils with the auxiliary variable approach.Applied Mathematical Modelling 137 (2025) 115722
›Chong Jiang(蒋冲),YaolongMa, Li Pang*,Zhao Chen.Analytical solutions of combined vertical and torsional shear loading of a cylindrical cavity in undrained modified Cam-Clay,Int J Numer Anal Methods Geomech. 2024;1–21.
›Chong Jiang(蒋冲),Shiyu Guo,Xiaodong Shao*, A time-variant non-probabilistic reliability assessment strategy for laterally loaded offshore monopiles under scour and corrosion,Ocean Engineering 310 (2024) 118714
›Pan Liu, Chong Jiang (蒋冲)*,A modified p-y curve model for offshore piles near sandy slopes considering the soil-pile-slope deformation mechanism,Marine Structures 98 (2024) 103675
›Li Pang,Chong Jiang (蒋冲)*,Fanhuan Zeng,Chaoyang Zhang,Cyclic response of long flexible piles in sands incorporating the cavity expansion/contraction theory,Ocean Engineering 310 (2024) 118688
›Xiaodong Shao ,Yong Fu,Chong Jiang(蒋冲)*,Lateral soil-pile interaction of large-diameter rigid monopiles supporting OWTs in clay: Insights and an enhanced theoretical model,Applied Ocean Research 150 (2024) 104093
›Xiaodong Shao, Chong Jiang(蒋冲),Yong Fu ,Juncheng Yao,Li Pang*.Failure envelope for offshore rigid piles under combined horizontal-moment loading in clay with linearly increasing undrained shear strength,Ocean Engineering 307 (2024) 118168
›Mingke Lin , Chong Jiang(蒋冲)*,Analysis for the effect of scour on pile lateral behavior in sand under combined loads considering additional stress and coupling effect of lateral-vertical load,Computers and Geotechnics 173 (2024) 106507
›Maolin Sun,Chong Jiang(蒋冲)*,Pan Liu.A modified strain wedge model for plastic development of reinforced concrete piles in sand,Ocean Engineering 306 (2024) 118054
›Pang,Li;Jiang,Chong(蒋冲)*;Zhang,Chaoyang .Undrained expansion analyses of a cylindrical cavity in anisotropic sands incorporating the SANISAND model，International Journal for Numerical and Analytical Methods in Geomechanics ,2024,48(3):727-748
›Pan Liu,Chong Jiang(蒋冲)*,Mingke Lin,Maolin Sun,Fanhuan Zeng.Analysis of lateral bearing mechanism for offshore monopiles in sand and development of an analytical method,Ocean Engineering 305 (2024) 117997
›Zhichao Zhang,Chong Jiang(蒋冲)*,Yunge Zhao, Zihou Xu.A theoretical calculation method based on nonlinear analysis of offshore rigid monopile on sandy slopes under combined loading,Computers and Geotechnics 165 (2024) 105897
›Liu Pan;Jiang Chong(蒋冲)*.Analytical method for laterally loaded short piles near clay slopes considering the soil-pile-slope surface deformation mechanism,Ocean Engineering,296,2024,116959
›Jiang Chong(蒋冲);Sun Maolin;Liu Pan*;Lin Mingke;Liu Jing.Analytical method for laterally loaded offshore slender piles near sandy slopes considering slope deformation,Marine Georesources & Geotechnology,2024.2335559
›Li Pang,Chong Jiang(蒋冲)* , Chaoyang Zhang.Predicting monotonic lateral load-displacement behavior of offshore flexible piles in saturated MCC soils: An application of the cavity expansion theory,Applied Ocean Research 141 (2023) 103804
›Chong Jiang(蒋冲)*,Mingke Lin,Pan Liu*.Study on calculation method of lateral characteristics of offshore pile near layered soil slope，Ocean Engineering 289 (2023) 116245
›Fanhuan Zeng,Chong Jiang(蒋冲)*,Pan Liu.Cyclic p-y curve model of piles subjected to two-way load considering the collapse and densification of sand.Ocean Engineering 289 (2023) 116122
›Li Pang,Chong Jiang(蒋冲)*,Chaoyang Zhang.A rigorous analytical approach to predicting the load–settlement behavior of axially loaded piles embedded in sands incorporating the SANISAND model,Acta Geotechnica,2023.https://doi.org/10.1007/s11440-023-02074-1
›Pan Liu,Chong Jiang(蒋冲)*,A new p – y curve criterion for piles in proximity to undrained clay slopes,Computers and Geotechnics 164 (2023) 105801
›Li Pang,Chong Jiang (蒋冲)*, Chaoyang Zhang.An analytical method for predicting the soil-structure interaction of axially loaded piles in sands incorporating the two-surface plasticity model,Engineering Structures 295 (2023) 116841
›Li Pang,Chong Jiang*(蒋冲),Yaolong Ma, Fanhuan Zeng,Chaoyang Zhang .A rigorous analytical approach to the pile-soil interaction of torsionally loaded piles in saturated SANICLAY soils.Ocean Engineering ,2023,286(15),115514
›Pan Liu,Chong Jiang*(蒋冲), Maolin Sun.Analytical model for lateral response of piles considering inhomogeneous disturbance characteristics of homogeneous sand.Computers and Geotechnics,2023,161,105593, https://doi.org/10.1016/j.compgeo.2023.105593.
›Li Pang,Chong jiang*(蒋冲),Chaoyang Zhang,Zexiong Shi .Drained expansion analyses of a cylindrical cavity in sands incorporating the SANISAND model with fabric change effect,Applied Mathematical Modelling,2023,120(8):711-732
›Chaoyang Zhang,Chong jiang*(蒋冲), Li Pang.Analytical model of skin friction for bored pile socketed into weak rocks in ice-rich permafrost regions,Cold Regions Science and Technology, 2023,5,9
›Fanhuan Zeng,Chong Jiang*(蒋冲)，Pan Liu. Cyclic p-y curve model of unidirectional loaded pile in sand considering the characteristic of friction in the strain wedge model,Ocean Engineering 273 (2023) 113998
›Chong Jiang(蒋冲),Liang Deng,Li Pang.Load transfer analysis of vertically loaded bored piles in sea reclamation areas considering the effect of the pile-gravel interface roughness,Ocean Engineering 271 (2023) 113742
›Pan Liu,Chong Jiang*(蒋冲), Fanhuan Zeng. Analysis of laterally loaded piles in sand considering the relationship between the strain wedge model and failure wedge model,Computers and Geotechnics 154 (2023) 105149
›XiaodongShao,ChongJiang*(蒋冲),RihongCao,LiPang,LujieChen.Analysis for laterally loaded pile behavior on offshore sand slope crest considering friction effect and variational base angle in FW.Ocean Engineering,2022,266 (3) 112978
›LujieChen,JiangChong*(蒋冲),LiPang,ChaoyangZhang.Lateral capacity of a two-pile group foundation model located near slope in sand..Ocean Engineering,2022,266(2),112847
›Mingke Lin,Chong Jiang*(蒋冲),Pan Liu,Li Pang.Analysis of laterally loaded offshore pile near slope in sand considering slope height.Ocean Engineering 263 (2022) 112436
›Bowen Sun,Chong Jiang*(蒋冲),Li Pang,Pan Liu,Xintai Li. Effect of the pile diameter and slope on the undrained lateral response of the Large–Diameter pile.Computers and Geotechnics 152 (2022) 104981
›Mingke Lin,Chong Jiang*(蒋冲),Zhao Chen,Pan Liu,Li Pang.A method for calculating lateral response of offshore rigid monopile in sand under slope effect.Ocean Engineering,259 (2022) 111812
›Lujie Chen,Li Pang,Chong Jiang*(蒋冲),Chaoyang Zhang.Analysis method for bearing capacity of laterally loaded rigid piles on slopes using improved failure wedge model.Computers and Geotechnics,145 (2022) 104700
›Pan Liu,Lujie Chen,Chong Jiang*(蒋冲) ,Chen Huawei.A method for predicting lateral deflection of large-diameter monopile near clay slope based on soil-pile interaction,.Computers and Geotechnics, 2021, 135 (5) : 1-13.
›Lujie Chen,Chong Jiang*(蒋冲)*, Li Pang , Pan Liu.Lateral soil resistance of rigid pile in cohesionless soil on slope.Computers and Geotechnics, 2021, 135 (2021) : 1-8.
›Li Pang , Chong Jiang*(蒋冲),Xin Ding , Huawei Chen , Liang Den.A parameter calibration method in two-surface elastoplastic model for sand-structure interface under monotonic shear loading.Computers and Geotechnics, 2021, 134 (2021) : 1-22.
›Chong Jiang*(蒋冲),, Zhichao Zhang, Jiali He.Nonlinear analysis of combined loaded rigid piles in cohesionless soil slope[J].Computers and Geotechnics, 117 (2020) : 1-9.
›Pan Liu, Chong Jiang*(蒋冲), Mingke Lin, Lujie Chen, Jiali He.Nonlinear analysis of laterally loaded rigid piles at the crest of clay slopes.Computers and Geotechnics, 126 (2020) : 1-11.
›Chong Jiang*(蒋冲), Lin Liu , Jia-li He & Han-song Xie (2020): Effect of the proximity of slope and pile shape on lateral capacity of piles in clay slopes.European Journal of Environmental and Civil Engineering, 2020
›Chong Jiang*, Liu Lin, Chen Li, Tian-Bin Li & Jiali He.The undrained vertical and horizontal bearing capacity of internal skirted foundation in clay[J].European Journal of Environmental and Civil Engine, 2020, 24 (9) : 1302-1319.
›Rui Zhang, Guanghui Chen, Jinfeng Zou, Lianheng Zhao, Chong Jiang.Study on roof collapse of deep circular cavities in jointed rock masses using adaptive finite element limit analysis.Computers and Geotechnics, 111 (2019) : 42-55.
›Han-song Xie, Chong Jiang, Hai-xia Han, Jia-li He.Analytical Solution for the Steady-State Karst Water Inflow into a Tunnel.Geofluids, 2019 (2019) : 1-10.
›Chong Jiang, Xie Han-song, He Jia-li, Wu Wen-yan, Zhang Zhi-chao.Analytical solution of seepage field in karst tunnel[J].Advances in Civil Engineering, 2018: 1-9.
›Jiang Chong*, Tian-bin; Li, Ke-ping Zhou.Reliability analysis of piles constructed on slopes under laterally loading[J].Transactions of Nonferrous Metals Society of China, 2016, 26 (7) : 1955-1964.
›Zhou Keping., Zhao Ming-hua, Jiang Chong*.Reliability analysis of inclined loaded piles using a high-order response surface[J].European Journal of Environmental and Civil Engine, 2014, 18 (8) : 897-909.
›Wu Jun-ping, Liu Lang, Jiang Chong*.A new method of karst cave roof safe thickness under pile tip[J].J. Cent. South Univ. Technoly,, 2014, 21 (3) : 1190-1196.
›Zhou Ke-ping, Chen Li, Jiang Chong*.Reliability Analysis of Pile using interval theory and response surface Method[J].Disaster Advances, 2013: 240-247.
›Cao Wen-gui, Zhao Ming-hua, Jiang Chong*.Stability analysis of subgrade cave roofs in karst region,[J].J. Cent. South Univ. Technol,, 2008, 15 (2)
›Liu Jianhua, Cao Wengui, Jiang Chong, Zhao Ming-hua*.Catastrophic model for stability analysis of high pile-column bridge pier[J].Journal of Central South University of Technology, 2007, 14 (5) : 589-594.
›Jiang Chong, Liu Dun-ping, Zhao Ming-hua*.3-D Finite Element analysis on pile-soil interaction of passive pile group[J].Journal of Central South University of Technology, 2008, 15 (1)
›蒋冲, 李天斌, 梅松华.排桩支护明挖隧道基坑桩侧极限抗力系数研究[J].湖南大学学报(自然科学版), 2018, 7 (45)
›赵明华*, 蒋冲, 曹文贵.嵌岩桩承载力及其下伏溶洞顶板安全厚度确定的尖点突变模型.岩土工程学报, 2007, 29 (11) : 1618-1622.
›赵明华*, 蒋冲, 曹文贵.基于区间理论的挡土墙稳定性非概率可靠性分析[J].岩土工程学报, 2008, 34 (4) : 468-472.
›蒋冲, 曹文贵, 赵明华.基于区间分析的岩土结构非概率可靠性分析[J].湖南大学学报(自然科学版）, 2008, 35 (3) : 1-14.
›赵明华*, 蒋冲, 曹文贵.高桥墩-桩基结构体系屈曲的突变理论分析[J].中国公路学报, 2008, 21 (2) : 49-53.
中南大学 › 资源与安全工程学院 › | 教授
中南大学 › 资源与安全工程学院 › | 博士生导师
中南大学 › 资源与安全工程学院 › | 硕士生导师
中南大学 › 资源与安全工程学院 › | 副教授
国际土力学与岩土工程协会(ISMGE)会员
中国土木工程学会土力学与岩土工程分会桩基工程委员会委员
中国土木工程学会土力学与岩土工程青年委员会委员
中国岩石力学与工程学会青年工作委员会委员
中国岩石力学与工程学会锚固与注浆分会副理事长
中国岩石力学与工程学会岩土工程信息技术与应用分会理事
中国公路学会隧道分会理事
湖南省岩石力学与工程学会理事
›谭汉-2024级博士,岩土工程
›曾凡涣-2021级硕士2023级博士,岩土工程
›张朝阳-2021级博士,岩土工程
›刘盼-2020级博士,岩土工程
›彭亮-2020级工程博士
›庞里-2019级博士,岩土工程
›陈陆杰-2018级博士,城市地下空间工程
›苗友柱2024级硕士
›陈梁裕 2024级硕士,土木水利
›杨东蔚 2024级硕士,城市地下空间工程
›韩超2024级硕士,土木水利
›魏艳飞2023级硕士,资源与环境
›张云飞2023级硕士,城市地下空间工程
›程斌2023级硕士,城市地下空间工程
›法里德(Md Farid Ahmed)2023级硕士,岩土工程
›郭诗宇-2022级硕士
›马垚泷-2022级硕士
›赵唫喧-2022级硕士
›孙茂霖-2021级硕士,岩土工程
›林明恪-2021级硕士,土木水利
›邵晓冬-2020级硕士
›刘敬-2020级硕士
›邓梁-2020级硕士
›施泽雄-2020级硕士
›丁鑫-2019级硕士
›李鑫泰-2019级硕士
›孙博文-2018级硕士,土木与建筑工程
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›韩海霞-2018级硕士,工程力学
›张智超-2017级硕士,岩土工程
›吴文燕-2017级硕士,岩土工程
›何嘉丽-2017级硕士,岩土工程
›李煜-2016级硕士,岩土工程
›谢寒松-2016级硕士,采矿与岩土
›沙策-2015级硕士,采矿与岩土
›刘霖-2015级硕士,岩土工程
中南大学
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