DocumentCode
1679256
Title
The Analysis About How Gradation Impact on the Performance of Cement Stabilized Macadam Base
Author
Lei, Jin ; Jianlong, Zheng
Author_Institution
Henan Highway Dev. Co., Ltd., Zhengzhou, China
fYear
2012
Firstpage
695
Lastpage
700
Abstract
In order to improve the compressive strength of cement stabilized macadam base, dense structures will be used to make an optimization on gradation. Based on the theory of embedded crowded gradation, after five tests on the gradation of cement stabilized macadam and set the unconfined compressive strength as the evaluation index, then the optical gradation of framework dense structure will be got and futher more analysis how the content of coarse aggregate impact on the compressive strength. The analysis of the relationship between water content and strength of different base course materials shows that the optimum moisture content what is determined by the heavy compaction test is greater than the test results what is obtained by the maximum compressive strength test.
Keywords
aggregates (materials); cements (building materials); compressive strength; compressive testing; mechanical stability; structural engineering; aggregates; cement stabilized macadam base; compressive strength testing; dense structures evaluation index; embedded crowded gradation, theory; gradation impact; water content; Aggregates; Compaction; Mechanical factors; Moisture; Optimization; Road transportation; Cement stabilized macadam base; Framework dense structure; Gradation optimization;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Distributed Control and Intelligent Environmental Monitoring (CDCIEM), 2012 International Conference on
Conference_Location
Hunan
Print_ISBN
978-1-4673-0458-0
Type
conf
DOI
10.1109/CDCIEM.2012.170
Filename
6178544
Link To Document