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[21]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
[22]Yu, Hai-Sui,Zhuang, Pei-Zhi,PinQiang Mo.A unified critical state model for geomaterials with an application to tunnelling,2019,卷: 11期: 3页: 464-480
[23]PinQiang Mo,gaofeng,ZGQ,Ruilin Li,Yan, Kang,陈君.An experimental study on triaxial compression tests and cone penetration tests in planetary regolith simulant under low gravity fields,2019,v 47,n 3,
[24]gaofeng,ZGQ,PinQiang Mo,严康.小重力环境下静力触探模型试验研究,2019,2019年02期:394-401,8
[25]ZGQ,Ruilin Li,严康,zhaoxiaodong,陈君,PinQiang Mo,王广.月球采矿中月壤/岩力学问题的理论与试验方法,2019,2019年01期:183-191,9
[26]ZGQ,Ruilin Li,Yan, Kang,zhaoxiaodong,陈君,PinQiang Mo,Wang, Guang.Theoretical and experimental methods for lunar regolith/rock related mechanical issues in lunar minerals mining,2019,v 44,n 1,p183-191
[27]PinQiang Mo,Yu, Hai-Sui.Drained cavity expansion analysis with a unified state parameter model for clay and sand,2018,卷: 55期: 7页: 1029-1040
[28]PinQiang Mo,Marshall, Alec M.,Yu, Hai-Sui.Layered effects on soil displacement around a penetrometer,2017,卷: 57期: 4页: 669-678
[29]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
[30]PinQiang Mo,Yu, Hai-Sui.Undrained Cavity-Contraction Analysis for Prediction of Soil Behavior around Tunnels,2017,卷: 17期: 5特刊: SI
total34 3/4
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