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[11]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
[12]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
[13]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
[14]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
[15]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
[16]PinQiang Mo.Internal rolling method for particle shape evaluation and reconstruction,2020,卷: 15期: 11
[17]PinQiang Mo,Fang, Yong,Yu, Hai-Sui.Benchmark solutions of large-strain cavity contraction for deep tunnel convergence in geomaterials,2020,卷: 12期: 3页: 596-607
[18]PinQiang Mo,Gao, Xin-Wei,Yang, Wenbo,Yu, Hai-Sui.A cavity expansion-based solution for interpretation of CPTu data in soils under partially drained conditions,2020,卷: 44期: 7页: 1053-1076
[19]PinQiang Mo,Wang, Juan.Shakedown analysis of cavities in cohesive-frictional materials and its application to underground energy storage caverns,2020,v 60,n 1,p77-89
[20]PinQiang Mo,Gao, Xin-Wei,Huang, Zi-Feng,Ma, Dan-Yang.Analytical method for settlement control of displacement pile induced by undercrossing tunnel excavation,2019,v 40,n 10,p3823-3832 and 3843
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