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[1]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
[2]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
[3]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
[4]PinQiang Mo,Chen, Haohua,Yu, Hai-Sui.Undrained cavity expansion in anisotropic soils with isotropic and frictional destructuration,2022,17:2325–2346
[5]PinQiang Mo,Chen, Haohua,Yu, Hai-Sui.Undrained cavity expansion in anisotropic soils with isotropic and frictional destructuration,2021
[6]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
[7]王超雄,胡裕琛,PinQiang Mo,高新慰.下穿隧道对邻近桩基承载力与沉降的影响,2021,2021年03期:117-126,10
[8]PinQiang Mo,Marshall, Alec M.,Fang, Yong.Cavity Expansion-Contraction-Based Method for Tunnel-Soil-Pile Interaction in a Unified Clay and Sand Model: Drained Analysis,2021,卷: 21期: 5
[9]PinQiang Mo,马丹阳,zhuqiyin.Interpretation of heating and cooling data from thermal cone penetration test using a 1D numerical model and a PSO algorithm,2021,卷: 130
[10]Peizhi Zhuang,Hai-Sui Yu,Sacha Jon Mooney,PinQiang Mo.Loading and unloading of a thick-walled cylinder of critical-state soils: large strain analysis with applications,2021,卷: 16期: 1页: 237-261
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