The Research on the Liquid Plastic Limit of Completely Weathered Granite Improved Soil

Wen Yi; Yong He Wang; Zi Xin Xie; Chang Zi Qu

doi:10.4028/www.scientific.net/AMR.639-640.700

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640The Research on the Liquid Plastic Limit of...

The Research on the Liquid Plastic Limit of Completely Weathered Granite Improved Soil

Abstract:

In this paper, we studied mechanics characteristic of whole weathered granite improved soil. We analysesed its changes of fluid plasticity index before and after improvement in different compaction condition. We improved the full weathering granite by adding different proportion of lime and cement. We analysised the changes of liquid limit and plastic limit of improved soil in the different mixed ratio condition and we got the conclusion that the improved soil plasticity index decreased with lime or cement dosage increases, also changed over time. Improved soil liquid limit, plastic limit and plasticity index changed with the addition of lime, cement dosage changes exponentially.

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

700-703

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.700

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Online since:

January 2013

Authors:

Wen Yi, Yong He Wang, Zi Xin Xie, Chang Zi Qu

Keywords:

Granite, Improved Soil, Plasticity Index, Research

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References

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

Google Scholar

[2] Deng Tiantian,The fatigue test and simulation analysis of ballastless track improved soil subgrade in high speed railway,Master thesis , Central South University, 6 (2010) 1-5.

Google Scholar

[3] Chen Jian,The wind defining in the granite eluvial soil, weathered and strong weathering in geotechnical prospecting, Science and Technology Wind, 12 (2009).

Google Scholar

[4] Fu Lai,Whole weathered granite subgrade treatment and settlement rules studying in high grade highway ,Master thesis, Hunan University, 4(2005)1-4.

Google Scholar

[5] Zhao Runlin,Construction technology of whole weathered granite subgrade,City construction, 5(2011).

Google Scholar

[6] The Third Railway Survey and Design Institute,The Beijing-Shanghai high-speed railway Design Interim Provisions,Beijing,China Railway Publishing House.

DOI: 10.18057/icass2018.p.035

Google Scholar