pier caps
Recently Published Documents


TOTAL DOCUMENTS

11
(FIVE YEARS 1)

H-INDEX

1
(FIVE YEARS 0)

2021 ◽  
Vol 26 (9) ◽  
pp. 04021059
Author(s):  
Asala Asaad Dawood ◽  
Khattab Saleem Abdul-Razzaq

2019 ◽  
Vol 2019 ◽  
pp. 1-20
Author(s):  
Bin Hu ◽  
Xiaoqing Li ◽  
Lifei Zheng

Uneven settlement widely occurs on the roadbed under urban viaducts in operation. Previous studies focused on the effect of soft soil foundation on the uneven settlement of roadbed, without considering the phenomenon and mechanism of uneven settlement at the junction of pier cap and the roadbed under viaduct. The interaction is now considered between the buried depth of cap, the relative stiffness between cap and road subgrade, and the uneven settlement of roadbed. Using the Midas GTS NX software, a numerical analysis model of the deformation of roadbed under viaduct is constructed to study the influence of viaduct cap foundation on the uneven settlement of roadbed under viaduct. The simulated results of uneven settlement of roadbed caused by urban viaduct pier cap show that (1) when the buried depth of cap exceeds 2.35 m, with the increase of buried depth, the fall of roadbed settlement tends to decrease, but the decreased amount is not significant. Considering the factors such as construction cost and complications of construction technology, it is suggested that the best buried depth of cap is about 2.5 m. (2) The fall of roadbed settlement decreases with the decrease of relative stiffness between cap and roadbed. When the relative stiffness exceeds 6.3, the decreasing trend of settlement fall is not significant. The concrete roadbed should have more stiffness in order to reduce the settlement.


2016 ◽  
Vol 20 (1) ◽  
pp. 04015036 ◽  
Author(s):  
Xiong Yang ◽  
Pedram Zohrevand ◽  
Amir Mirmiran ◽  
Madasamy Arockiasamy ◽  
William Potter

2013 ◽  
Vol 831 ◽  
pp. 380-386
Author(s):  
Cheng Cheng Wang ◽  
Yue Zhong Ye ◽  
Tong Chao Liu

Based on the analysis of corrosion mechanism, combining with the characteristics of bridge structure, aiming at the existence of corrosive medium and complex physical environment, such as the freezing thawing, corrosion and chlorine salt as well as dry wet, freeze-thaw cycle [, This paper expounds the research and construction practice of the additional anti-corrosion measures of bridge pier caps concrete in Beijing-shanghai high speed railway. It has a certain guiding significance to the similar Bridges in corrosion protection construction.


2010 ◽  
Vol 80 (11) ◽  
pp. 76-81
Author(s):  
Julius Haas ◽  
John Tan
Keyword(s):  

Sign in / Sign up

Export Citation Format

Share Document