Study about the Compacted Properties of Completely Weathered Granite Improved Soil

Yi Wen; Yong He Wang; Hong Bing Xiao; Chang Zi Qu

doi:10.4028/www.scientific.net/AMM.170-173.482

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Study about the Compacted Properties of Completely...

Study about the Compacted Properties of Completely Weathered Granite Improved Soil

Abstract:

In this paper, through the indoor experiment study of compaction characteristics of completely weathered granite improved soil, analyse the relation of the maximum dry density and the optimum moisture content with lime and cement content, and through the fitting working out the relation curves and fitting formula of the improved soil of the maximum dry density and the optimum moisture content with lime and cement content . Provide reference for similar engineering.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

482-485

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.482

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Online since:

May 2012

Authors:

Yi Wen, Yong He Wang, Hong Bing Xiao, Chang Zi Qu

Keywords:

Compaction Properties, Improved Soil, Study, Weathered Granite

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References

[1] The Third Railway Survey and Design Institute. The Beijing-Shanghai high-speed railway Interim Design Provisions [ S]. Beijing: China Railway Press, (2003)

DOI: 10.18057/icass2018.p.035

Google Scholar

[2] Deng Tian Tian. Of ballastless track in high speed railway improved soil subgrade fatigue test and simulation analysis [M ]. Master thesis, Central South University, 2010.6: 1-5.

Google Scholar

[3] Chen Jian. In the granite eluvial soil, weathered and strong weathering in geotechnical prospecting in defining the wind [J]. Science and technology, 2009 ( 12). Zhao Runlin [ 4]. Construction technology of whole weathered granite subgrade [J ]. City construction, 2011.5.

Google Scholar

[5] Fu Lai. High grade highway of whole weathered granite subgrade treatment and settlement rules [M ]. Master thesis, Hunan University, 2005.4: 1-4.

Google Scholar

[6] Huang Runqiu, Wang Shitian, Zhang Zhuoyuan, Liu Hanchao and so on. China Southwest shallow crustal surface dynamics process and the engineering environmental effect of Chengdu: Sichuan University press, 2001.

Google Scholar

[7] Chen Hongjiang, Cui Guanying. The granite eluvial soil mechanical parameters of probability statistics analysis [ J]. Journal of Huazhong University of Science and Technology, 2001, 29 ( 5): 95-97

Google Scholar