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[11]陈帆,wangyingchao,Liang, Chen,Zhu, Zhengguo.Experimental and theoretical study on the stratum cavity collapse induced by water and sand leakage in subway tunnels,2024,v 24,n 5,
[12]宋成林,张大亮,wangyingchao,徐杭,李青理.基于主客观赋权和功效系数法的膨胀土胀缩性评价,2024,:,10
[13]刘旸,wangyingchao,Wanghua Sui,hanlijun.Study on the diffusion law of dynamic water grouting in fracture with slurry?rock stress coupling effect,2023,82: 512
[14]Chen, Fan,wangyingchao,Zhen, Shunhua.Large-scale model experiment of ground collapse induced by water and sand gushing in subway tunnels,2023,v 56,n 11,p174-183
[15]梁宸,wangyingchao.爆破荷载作用下隧道裂隙围岩塌方规律研究,2023,19(5): 1699-1707
[16]wangyingchao,郑顺华,钟志彬,李亚博,李朝阳.Experimental investigation on the hydraulic characteristics of water inrush in deep buried filled karst conduit considering the permeability,2023,43: 101115
[17]Guo, Yin,wangyingchao,gengfan,Zhang, Zheng.Study on dust distribution in a highway tunnel during the full-face excavation with Drilling-Blasting method,2023,v 139,
[18]wangyingchao,liuzhijun,wangqiang,Guoan Xu,梁宸.助力岩土类专业学生创新实践能力提升的混合式教学模式研究与实践,2023,2023年17期:59-61,3
[19]刘旸,wangyingchao,钟志彬,李青理,左亚鹏.Constitutive Model for Grouted Rock Mass by Macro-Meso Damage,2023,16, 4859
[20]Cheng, Cheng,Jia, Pengjiao,Ni, Pengpeng,wangyingchao,Zhao, Wen,Guan, Yongping,Lu, Bo.Upper bound analysis of longitudinally inclined EPB shield tunnel face stability in dense sand strata,2023,卷: 41
total88 2/9
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