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机译:大横截面隧道联合软岩锚固锚定的变形控制机理分析
Ningbo Univ Inst Rock Mech Ningbo 315211 Zhejiang Peoples R China|Tsinghua Univ State Key Lab Hydrosci & Engn Beijing 100084 Peoples R China|China Three Gorges Corp Beijing 100031 Peoples R China;
Tsinghua Univ State Key Lab Hydrosci & Engn Beijing 100084 Peoples R China|China Three Gorges Corp Beijing 100031 Peoples R China;
Tsinghua Univ State Key Lab Hydrosci & Engn Beijing 100084 Peoples R China|China Three Gorges Corp Beijing 100031 Peoples R China;
China Railway Econ & Planning Res Inst Beijing Peoples R China|China Three Gorges Corp Beijing 100031 Peoples R China;
China Acad Railway Sci Inst Railway Architecture Beijing Peoples R China|China Three Gorges Corp Beijing 100031 Peoples R China;
Prestressed anchor; Jointed rock; Bearing arch; Support parameters; Soft rock;
机译:恒压和大变形锚索在软岩高速公路隧道中的应用
机译:恒压和大变形锚索在软岩高速公路隧道中的应用
机译:软岩地层深埋隧道开挖过程中围岩变形破坏机理的物理模拟
机译:锚注软岩隧道理论模型的建立与变形分析。
机译:分析隧道的初始应力,长期变形和岩衬相互作用。
机译:极膨胀软岩中煤矿巷道的变形机制
机译:恒压和大变形锚索在软岩高速公路隧道中的应用
机译:露天矿山岩质边坡风险分析。第五部分节理岩体变形的概率模型及其意义