- [1]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
- [2]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
- [3]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
- [4]Pang, L, Yang, H, Jiang, C ,Undrained cyclic loading of cylindrical cavity in sands with the SANISAND model,ACTA GEOTECHNICA,2025,4
- [5]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
- [6]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.
- [7]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
- [8]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
- [9]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
- [10]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
- [11]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
- [12]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
- [13]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
- [14]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
- [15]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
- [16]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
- [17]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
- [18]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
- [19]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
- [20]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