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[21]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
[22]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
[23]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
[24]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
[25]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
[26]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.
[27]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.
[28]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.
[29]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.
[30]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.
[31]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
[32]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.
[33]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.
[34]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.
[35]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.
[36]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.
[37]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.
[38]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.
[39]Zhou Ke-ping, Chen Li, Jiang Chong*.Reliability Analysis of Pile using interval theory and response surface Method[J].Disaster Advances, 2013: 240-247.
[40]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)
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