Journal Publications

• [1]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
• [2]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.
• [3]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
• [4]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
• [5]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
• [6]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
• [7]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
• [8]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
• [9]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
• [10]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
• [11]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
• [12]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
• [13]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
• [14]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
• [15]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
• [16]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
• [17]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
• [18]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
• [19]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
• [20]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