scholarly journals AN INTRODUCTION TO THE AEPS-3 AND RESULTS OF A FIELD TEST STUDY

Author(s):  
JoAnn Johnson ◽  
◽  
Marisa Macy ◽  
Keyword(s):  
1998 ◽  
Author(s):  
Fred Levien ◽  
Paul Buczynski
Keyword(s):  

2020 ◽  
Vol 57 (4) ◽  
pp. 343-350
Author(s):  
Xiaojuan Yu ◽  
Chao Liu ◽  
Fenglin Lu
Keyword(s):  

2016 ◽  
Vol 2 (75) ◽  
pp. 2600-2605
Author(s):  
Biwei Gong ◽  
Zhanlin Cheng ◽  
Jun Tong ◽  
Jun Liu ◽  
Ming Liu

2010 ◽  
Vol 146-147 ◽  
pp. 859-864
Author(s):  
Huan Ling Wang ◽  
Miao He

Fly ash has become increasingly wide range of applications in expressway as a new environment friendlymaterial, its range of applications are fromthe CFG( Cement Fly-ash Gravel) pile of soft ground、pavement admixture to embankment materials et al. Fly ash used in expressway has many advantages, such as, it can save farmland, has a small settlement after construction and low cost as a light embankment filling. In this paper, based on an expressway in Jiangsu province, the fly ash used as a subgrade filling, a series of fly ash laboratory and field test have been conducted. The construction technology, important construction parameters, construction process control and compaction quality assessment on fly ash have been analyzed on the basis of the tests result, the road performance and construction control key methods of fly ash obtained, which can guide scientific construction.


2001 ◽  
Author(s):  
Wang Song Qin ◽  
Liu Xin ◽  
Lin Man Qun ◽  
Jia Bin ◽  
He Yuan ◽  
...  

2012 ◽  
Vol 226-228 ◽  
pp. 1547-1550
Author(s):  
Yu Liang He ◽  
Yi Qiang Xiang ◽  
He Xin Ke ◽  
Li Si Liu

Taking the four-span 40m simply supported multi-box steel-concrete composite girder bridge in the ProjectⅡ of Qiushi Expressway in Hangzhou as the background, this paper analyzed the static and dynamic behaviour of the bridge by FEM, then finished a field test study for the bridge. Finally, comparing the test values with the results obtained from FEM analysis, it was verified that the rigidity transverse beam method with infinte stiffness is also adaptive to caculating and predicting the load transverse distribution of the multi-box steel-concrete composite bridge. Steel diaphragm and stiffening rib of the multi-box steel- concrete composite bridge can improve the flexural capacity of bridge to some extent, so these contributions should be reasonably considered during the design stage in order to reduce the engineering cost. The measured modes agree well with the results from FEM.


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