机译:用于限制挤压岩石大变形的屈服隧道衬砌支护系统的数值评估
Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China;
Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China;
Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China;
Yangtze Univ, Res Ctr Geomech & Geotech Engn, Jingzhou 434023, Hubei, Peoples R China;
Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China;
Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China;
Support; Foamed concrete; Squeezing rock; Numerical model; Tunnel; Deformation;
机译:挤岩隧洞中高容量分段衬砌系统的评估
机译:闽仙隧道周围岩石大变形的恒定阻力和屈服载体技术
机译:挤压岩石隧道中可变形分段衬砌系统的选项
机译:变形监测与土岩二元区深基坑桩锚配套数值模拟的变形监测分析
机译:分析隧道的初始应力,长期变形和岩衬相互作用。
机译:落石冲击引起管道变形的数值模拟
机译:多层支撑系统在挤压泥质岩巷道中的作用研究