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PinQiang Mo,Yu, H. S..Undrained cavity expansion analysis with a unified state parameter model for clay and sand,2017,卷: 67期: 6页: 503-515
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PinQiang Mo.Centrifuge modelling of CPT in layered soils,2013
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PinQiang Mo.Discussion of “Bearing capacity of shallow footings in simulated lunar environments using centrifuge tests” by Hey-Rim Lee, Heon-Joon Park, and Dong-Soo Kim,2019,145(7): 07019010
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PinQiang Mo,Chen, Haohua,Yu, Hai-Sui.Undrained cavity expansion in anisotropic soils with isotropic and frictional destructuration,2022,17:2325–2346
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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
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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
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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