DocumentCode
1942855
Title
Degree of Compaction Factor Analysis of Construction of Shallow Road Bed Affect
Author
Miao Lv-bin
Author_Institution
Henan Highway Eng. Supervision Consultation Ltd. Co., Zheng Zhou, China
fYear
2011
fDate
5-7 Aug. 2011
Firstpage
352
Lastpage
354
Abstract
The embankment load which under driving and a variety of natural factors, can have sufficient strength and stabiLity, to ensure the traffic and safety of smooth flow. According to the nature of the highway, grade, and technical standards and the local natural conditions, develop the right foundation design, as the basis for the construction. In this paper, by the formation of cement stabiLized crushed stone soil strength theory, construction techniques, introduced quaLity control of highway construction, by degree of compaction of road bed analysis of the factors, described soil cement stabiLized gravel road bed construction precautions.
Keywords
cements (building materials); design engineering; mechanical stability; mechanical strength; quality control; road building; road safety; road traffic; rocks; soil; cement stabilized crushed stone soil strength theory; compaction factor analysis; construction techniques; embankment load; foundation design; gravel road bed construction precaution; highway construction; quality control; road bed analysis; shallow road bed affect; soil cement; Aggregates; Compaction; Machinery; Roads; Soil; Analysis; Highway; cement stabiLized crushed stone soil; compaction; quaLity control;
fLanguage
English
Publisher
ieee
Conference_Titel
Digital Manufacturing and Automation (ICDMA), 2011 Second International Conference on
Conference_Location
Zhangjiajie, Hunan
Print_ISBN
978-1-4577-0755-1
Electronic_ISBN
978-0-7695-4455-7
Type
conf
DOI
10.1109/ICDMA.2011.93
Filename
6052024
Link To Document