Journal Publications

• [21]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
• [22]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.
• [23]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
• [24]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
• [25]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
• [26]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
• [27]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
• [28]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
• [29]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
• [30]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
• [31]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
• [32]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
• [33]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
• [34]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.
• [35]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.
• [36]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.
• [37]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.
• [38]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.
• [39]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
• [40]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.