机译:开裂和回复对氯离子渗入钢筋混凝土空心桩的影响
Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China|Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China;
Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China|Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China;
Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China|Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China;
Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China|Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China;
Chloride penetration; Crack; Crack recovery; Reinforced concrete hollow pile; Centrifugal effect; Self-healing;
机译:初始固化温度和裂缝宽度对钢筋混凝土梁中氯离子渗透的综合影响
机译:氯化物渗透引起的钢筋腐蚀导致钢筋混凝土的覆盖层开裂
机译:钢筋混凝土和钢纤维混凝土预制隧道衬砌板块中的氯离子渗透
机译:杭州湾大桥桩基中氯离子的渗透和开裂敏感性研究
机译:钢的局部腐蚀对钢筋混凝土结构中氯化物引起的混凝土覆盖层开裂的影响。
机译:裂缝宽度对交替润湿干燥循环混凝土氯化物渗透的影响
机译:由于氯化物渗透引起的钢筋腐蚀,钢筋混凝土的覆盖层开裂
机译:钢筋混凝土芯填充空心混凝土砌块的抗压强度