Research on the Impact of Moisture Content on the CBR Value of Shanxi Loess

Xi Rong Wu; Jun Ming Shen

doi:10.4028/www.scientific.net/AMR.838-841.80

Paper Titles

Research on the Performance of the Cement Stabilized Gravel with Rubber Particles
p.57

Study on Hydrated Heat Temperature Field of Thick Raft Concrete Foundation Using FEM Analysis
p.65

Study on Rapid Solidification of Metal Strips
p.69

Experimental Study on Performance of Large Stone Permeable Asphalt Mixtures
p.76

Research on the Impact of Moisture Content on the CBR Value of Shanxi Loess
p.80

Workability of Ribbed Bar with Nano-Ceramic Coating
p.84

Study on the Thermal Properties of Paraffin/Ceramsite Phase Change Concrete
p.91

Study on the Effect of Cellulose Fiber on the Crack Resistance of High Performance Concrete
p.96

Experiment Study on Bearing Capacity of Muddy Siltstone Foundation and its Application
p.101

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Research on the Impact of Moisture Content on the...

Research on the Impact of Moisture Content on the CBR Value of Shanxi Loess

Abstract:

Several typical soil samples in Shanxi Province were selected. Laboratory experiments were adopted to study the CBR of the three kinds of soil samples with different compaction and different water content. Orthogonal experiment was used to analyze the impact of factors including water content, compaction and soil sample category on the CBR value. The result shows that the moisture content has great impact on CBR value and the CBR value is maximize under optimum moisture content and maximum degree of compaction condition, while the not flooded CBR is decrease with the increasing of water content.

You might also be interested in these eBooks

Civil, Structural and Environmental Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

80-83

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.80

Citation:

Cite this paper

Online since:

November 2013

Authors:

Xi Rong Wu*, Jun Ming Shen

Keywords:

CBR, Degree of Compaction, Loess Filler, Orthogonal Test

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] B.N. Chen, F.Y. Zhu and Q. Han. Analysis on the CBR test mechanism and influence factors [J]. Transportation standardization, 2001 (1): 28 ~ 30.

Google Scholar

[2] W. Pang , G.Q. Yang and P. Lu. Analysis on the influence factors of highway subgrade CBR [J]. Journal of shijiazhuang railway institute, 2006(4)：26～29.

Google Scholar

[3] The ministry of communications highway scientific research institute. Test Methods of Soils for Highway Engineering" . Beijing: People, s Communications Publishing House, (1993).

Google Scholar

[4] L. Hong. Fu and H.L. Cao. Experiment study on the loess subgrade strength control index, [J]. Journal of subgrade engineering, 2008 (2): 98～991.

Google Scholar

[5] H, X, Long and W. Lan. Analysis on the influent factors of CBR value of fine grained soil, [J]. Chinese and foreign road, 2009(6): 235～238.

Google Scholar

[6] X.M. Zao Experiment study on the CBR of loess subgrade, [J]. shanxi science& technology of communications, 2012(3).

Google Scholar

[7] Y.F. Wei, C. Z . Hu and Y. Li(2006) Study on CBR test mechanism and the influence , [J]. Journal of east China highway, 2006(5).

Google Scholar