机译:钢筋混凝土和钢纤维钢筋混凝土隧道节缝的结构性能比较
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China,Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China,Department of Civil and Environmental Engineering, University of California, Berkeley, CA 94720-1710, USA;
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China,Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China;
Department of Civil and Environmental Engineering, University of California, Berkeley, CA 94720-1710, USA;
Department of Civil and Environmental Engineering, University of California, Berkeley, CA 94720-1710, USA;
Department of Civil and Environmental Engineering, University of California, Berkeley, CA 94720-1710, USA;
Shield tunnel; Segmental joint; Experimentation; Steel fiber reinforced concrete; Ultimate bearing capacity; Crack width;
机译:钢筋混凝土和钢纤维钢筋混凝土隧道节缝的结构性能比较
机译:钢纤维钢纤维和合成纤维段结构行为的比较
机译:钢筋混凝土和钢纤维混凝土预制隧道衬砌段的力学性能:案例研究
机译:超高性能钢纤维增强混凝土与高性能钢纤维增强混凝土的结构和非结构性能比较
机译:钢纤维增强预应力混凝土梁的抗弯性能和纤维增强混凝土的双冲孔试验。
机译:钢纤维增强自密实混凝土(SFRSCC)的动态断裂行为
机译:钢纤维钢筋混凝土对植物环境中混凝土构件挤压钢腐蚀行为的影响
机译:隧道衬砌混凝土:组合荷载下钢纤维混凝土的受力性能。