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[11]Lu Yinlong,Li, Wenshuai,wanglianguo,lizhaolin,Meng, Xingyu,wangbin,Zhang, Kaiwen.Damage Evolution and Failure Behavior of Sandstone under True Triaxial Compression,2019,卷: 42期: 3页: 610-637
[12]Lu Yinlong,Li, Wenshuai,wanglianguo,Meng, Xingyu,王斌,Zhang, Kaiwen,Zhang, Xiaodong.In-situ microscale visualization experiments on microcracking and microdeformation behaviour around a pre-crack tip in a three-point bending sandstone,2019,v 114,p175-185
[13]Lu Yinlong.基于微裂纹演化的煤层底板损伤破裂与渗流演化过程数值模拟,2015,32;6;
[14]Lu Yinlong,wanglianguo.Numerical simulation of mining-induced fracture evolution and water flow in coal seam floor above a confined aquife,2015,6;67;157-171
[15]Lu Yinlong.Uniaxial strength and failure in sandstone containing a pre-existing 3-D surface flaw,2015,1;194;
[16]Lu Yinlong.Numerical simulation of mining-induced fracture evolution and water flow in coal seam floor above a confined aquifer,2015,0;67;
[17]Lu Yinlong.基于微裂纹演化的岩石蠕变损伤与破裂过程的数值模拟,2015,6;40;
[18]Lu Yinlong,wanglianguo.A dual-scale approach to model time-dependent deformation, creep and fracturing of brittle rocks,2014,60;7;
[19]Lu Yinlong,wanglianguo.Microcrack-based coupled damage and flow modeling of fracturing evolution in permeable brittle rocks,2013,49;4;
[20]Lu Yinlong.含断层煤层底板损伤破坏演化数值模拟及微震监测研究,2013,30;1;
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