DocumentCode
3509489
Title
Formulation Control of Embankment Compaction Quality
Author
Wen Chang-ping
Author_Institution
Dept. of Urban Constr., Shao-yang Univ., Shao-yang
fYear
2007
fDate
21-25 Sept. 2007
Firstpage
5270
Lastpage
5272
Abstract
The formulation control technique of highway embankment compaction quality is discussed based on the construction practice. Using compactor pass, loose laying depth, water content, and degree of compaction as the compaction quality control indices to set down the experiment plot, the regression equation between compactor pass and loose laying depth, water content, degree of compaction is fitted according to experimental data in field. While the indices, such as compactor pass, loose laying depth, and water content, are detected, the compactness can be calculated by the regression equation. Meanwhile, comparing the calculated values of compactness with that of test in field indicates that the computed values are coherent to that of field test. The feasibility and reasonability are verified in construction. By means of calculation of the regression equation can give quantitative indices to organize construction of filling soil. So, the method by means of formulation calculation is feasible and effective in controlling embankment compaction quality.
Keywords
regression analysis; road building; compaction quality control; compactor pass; embankment compaction quality; formulation control; regression equation; water content; Cities and towns; Compaction; Equations; Inspection; Levee; Plastics; Quality control; Rivers; Soil; Testing;
fLanguage
English
Publisher
ieee
Conference_Titel
Wireless Communications, Networking and Mobile Computing, 2007. WiCom 2007. International Conference on
Conference_Location
Shanghai
Print_ISBN
978-1-4244-1311-9
Type
conf
DOI
10.1109/WICOM.2007.1290
Filename
4341065
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