机译:厚软岩巷道全断面锚固二维半模型
Shandong Univ Sci & Technol, Coll Architecture & Civil Engn, Qingdao 266590, Peoples R China;
Minist Sci & Technol, State Key Lab Min Disaster Prevent & Control Co f, Qingdao 266590, Peoples R China|Shandong Univ Sci & Technol, Coll Min & Safety Engn, Qingdao 266590, Peoples R China;
Minist Sci & Technol, State Key Lab Min Disaster Prevent & Control Co f, Qingdao 266590, Peoples R China|Shandong Univ Sci & Technol, Coll Min & Safety Engn, Qingdao 266590, Peoples R China;
Shandong Univ Sci & Technol, Coll Architecture & Civil Engn, Qingdao 266590, Peoples R China;
Minist Sci & Technol, State Key Lab Min Disaster Prevent & Control Co f, Qingdao 266590, Peoples R China|Shandong Univ Sci & Technol, Coll Min & Safety Engn, Qingdao 266590, Peoples R China;
机译:厚软岩巷道全断面锚固二维半模型
机译:基于菌株软化的软岩路巷道锚固稳定性分析
机译:全螺栓锚固锚杆围岩周围岩石轴承特性:比较数值和实验研究
机译:厚软煤巷道围岩锚固的数值分析。
机译:弹性回弹墙结构多股后张式锚固系统的综合评估。
机译:极膨胀软岩中煤矿巷道的变形机制
机译:厚软岩道上全段锚固的2D半导
机译:一种确定岩石锚杆锚固能力的实验室装置。岩锚锚固评价