期刊： ARCHIVES OF CIVIL ENGINEERING, 2020; 66 (1)
Fatigue properties of orthotropic steel bridge deck of Xinghai Bay Cross-sea Bridge in Dalian were analyzed. The segment model of orthotropic bridge d......
期刊： ARCHIVES OF CIVIL ENGINEERING, 2020; 66 (2)
In this paper, we randomly select 75 sets data of calcium sulfate hemihydrate (CSH) content and initial setting time, and the traditional test method ......
期刊： ARCHIVES OF CIVIL ENGINEERING, 2020; 66 (2)
Chloride ion erosion in offshore environment may damage the mechanical properties of beam bridges. In this study, the reinforced concrete specimen was......
期刊： ARCHIVES OF CIVIL ENGINEERING, 2020; 66 (2)
When a truck impacts on a reinforced concrete (RC) column such as a bridge pier at a high velocity, a large reaction force would generate which would ......
期刊： ARCHIVES OF CIVIL ENGINEERING, 2020; 66 (3)
The strength of recycled aggregate (RA) is low, which makes the performance of recycled aggregate concrete (RAC) poor, and the addition of fiber can m......
期刊： ARCHIVES OF CIVIL ENGINEERING, 2020; 66 (3)
High-pressure jet grouting pile is a kind of stratum reinforcement technology developed in recent years. Due to its characteristics of high solid stre......
期刊： ARCHIVES OF CIVIL ENGINEERING, 2020; 66 (3)
The fracture and fragmentation of concrete under static and dynamic loads are studied. The uniaxial compressive strength test is employed to study the......
期刊： ARCHIVES OF CIVIL ENGINEERING, 2020; 66 (3)
In order to investigate the progressive collapse performance of steel open-web sandwich plate structure, the sensitivity index and the importance coef......
期刊： ARCHIVES OF CIVIL ENGINEERING, 2020; 66 (3)
The mechanical properties of cement paste modified by nano-TiO2 (nT) and nano-SiO2 (nS) were experimentally studied. The compressive strength increase......
期刊： ARCHIVES OF CIVIL ENGINEERING, 2020; 66 (3)
In this study, cubic and cylindrical cement mortar specimens were first subjected to high temperatures, then the cubic and cylindrical specimens were ......
