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[1]PinQiang Mo.Response to discussion: cavity expansion-based interpretation of CPTu data in clays,2025
[2]PinQiang Mo,Cai, G. J.,Wang, K. J.,Eslami, A.,Yu, H. S..Cavity expansion-based interpretation of piezocone penetration test (CPTu) data in clays,2025,75, No. 2, 258–277
[3]PinQiang Mo,林浩东,胡静,gaoliu,庄培芝.基于静力触探与机器学习的打入桩竖向承载力预测,2025
[4]PinQiang Mo,Cai, G. J.,Wang, K. J.,Eslami, A.,Yu, H. S..Cavity expansion-based interpretation of piezocone penetration test (CPTu) data in clays,2024
[5]PinQiang Mo,liuyao,黄子丰,滕鸿博,Chen Bin,陶祥令.复杂支护条件下深基坑支护桩-冠梁-支撑的变形协调及空间效应研究,2022,2022年09期:2592-2601,10
[6]PinQiang Mo,liuyao,Huang, Zi-Feng,Teng, Hong-Bo,Chen, Bin,Tao, Xiang-Ling.Compatibility of deformation and spatial effects for retaining pile, crown beam and braces under complex retaining conditions of deep foundation pit,2022,v 43,n 9,p2592-2601
[7]Chen, Haohua,PinQiang Mo.An undrained expansion solution of cylindrical cavity in SANICLAY for K-0-consolidated clays,2022,卷: 14期: 3页: 922-935
[8]PinQiang Mo,Chen, Haohua,Yu, Hai-Sui.Undrained cavity expansion in anisotropic soils with isotropic and frictional destructuration,2022,17:2325–2346
[9]PinQiang Mo,Chen, Haohua,Yu, Hai-Sui.Undrained cavity expansion in anisotropic soils with isotropic and frictional destructuration,2021
[10]PinQiang Mo,ZGQ,Feng Gao,Ruilin Li.Bearing capacity of surface circular footings on granular material under low gravity fields,2021,卷: 13期: 3页: 612-625
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