1.
Study and Application about Concrete in Run-yang Road Bridge;
润扬长江公路大桥混凝土的研究与应用
2.
Considerations on Runyang Yangtze River Bridge Opening to Traffic;
关于润扬长江公路大桥通车的几点思考
3.
The Construction Technologe Research of Deep Base Hole on Runyang Changjiang Road Bridge;
润扬长江公路大桥北锚碇超深基坑施工技术研究
4.
Research of Trial Pavement Section for the Orthotropic Deck Plate of Runyang Yangtzi River Bridge;
润扬长江大桥钢桥面铺装试验段研究
5.
Quantitative Research on Fault Gouge from the Base of the Zhenjiang-Yangzhou Yangtze River Highway Bridge
江苏镇江—扬州长江公路大桥桥基断裂断层泥定量研究
6.
Health monitoring system for the Runyang Yangtse River Bridge
润扬长江大桥结构健康监测系统研究
7.
On the outlook quality control of the concrete construction of the south approach bridge of Runyang Yangtze River Bridge
润扬长江大桥南引桥混凝土施工外观质量控制
8.
Observation and Research on Temperature Distribution in Steel Box Girders of Runyang Yangtse River Bridge
润扬长江大桥钢箱梁的温度分布监测与分析
9.
In this paper, the construction of the deck surfacing of the Bridge is presented.
介绍巴东长江公路大桥桥面铺装情况。
10.
Jiangyin Changjiang River Highway Bridge and Taizhou Economy Agglomeration;
江阴长江公路大桥和泰州经济的集聚
11.
A Study of Deep Foundation Pit Dewater and Settlement Control of South Anchor of Runyang Yangtze River Bridge;
润扬长江大桥南锚深基坑降水及周边沉降控制研究
12.
Long-term monitoring and analysis of the wind environment at the site of Runyang Suspension Bridge
润扬大桥悬索桥桥址风环境的长期监测与分析
13.
The Steel-cofferdam Design of the Main Towers of Anqing Changjiang River Highway Bridge
安庆长江公路大桥主塔墩钢围堰设计
14.
Collective Structural Static Analyses of the Main Highway Bridge of Anqing Changjiang River Great Bridge
安庆长江公路大桥主桥总体结构静力分析
15.
The engineering geological conditions of the Badong Changjiang Highway Bridge are very complex.
巴东长江公路大桥桥址区工程地质条件复杂。
16.
New steel box beam fabrication technology in the main bridge in the Yangtse River Bridge in Anqing
安庆长江公路大桥主桥钢箱梁制造新工艺
17.
Analysis of Earthquake Liquefaction of North Anchorage of Jangyin Highway Bridge Over the Yangtze River
江阴长江公路大桥北岸锚碇地震液化探讨
18.
Experimental Study on the North Anchorage of the Jiangyin Yangtze Bridge
江阴长江公路大桥北锚碇模型试验研究