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 :
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