Experimental Study on the Compaction Characteristics of Chloride-Based Weak Saline Soil

Jun Yong Liu; Liu Jun Zhang; Biao Ding

doi:10.4028/www.scientific.net/AMR.512-515.3024

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 512-515Experimental Study on the Compaction...

Experimental Study on the Compaction Characteristics of Chloride-Based Weak Saline Soil

Abstract:

In order to solve the technical problems of fine-grained weak saline soil subgrade compaction, combing with Qarham to Golmud highway project, this paper studied the compaction characteristics of the weak saline soil by experiment, determined the optimal vibration-compaction parameters, and compared with the compaction effect that relevant criterions proposed. The results show that vibration-compaction can make the soil fully compacted and compaction effect is better. Suggestion: it is best to adopt the vibration-compaction method to determine standard density and optimum water content.

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Periodical:

Advanced Materials Research (Volumes 512-515)

Pages:

3024-3032

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.512-515.3024

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Online since:

May 2012

Authors:

Jun Yong Liu, Liu Jun Zhang, Biao Ding

Keywords:

Compaction Characteristic, Experimental Study, Fine-Grained Weak Saline Soil, Highway, Technical Problem, Vibration-Compaction Parameter

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References

[1] CCCC Second Highway Consultants Co., Ltd: Specifications for Design of Highway Subgrades JTG D30—2004. China Communications Press. Beijing(2006). (in Chinese)

Google Scholar

[2] Xinjiang Road Society. (2006). Technical Guidelines for Highway Design and Construction in the Saline Soil Regions: China Communications Press. Bei Jing(2006) (in Chinese)

Google Scholar

[3] Research Institute of Highway Ministry of Transport: Test Methods of Soils for Highway Engineering JTJ E40-2007. China Communications Press. Bei Jing(2007). (in Chinese)

Google Scholar

[4] Shipiao Chang. and Sumin Zhang. etc: Engineering Geology Manual. China Architecture And Building Press. Bei Jing(2006). (in Chinese)

Google Scholar

[5] Youliang Zhang: The latest engineering geology manual. China knowledge Press. Bei Jing(2006). (in Chinese)

Google Scholar

[6] South China University Of Technology. and Southeast University .etc: Ground Base And Foundation. China Architecture And Building Press. Bei Jing(2001). (in Chinese)

Google Scholar

[7] Pingxi Feng : submitted to SCI/TECH Information Development and Economy (2003)., Vol.13(5):88-89. (in Chinese)

Google Scholar

[8] Shaolin Ma.(2004): submitted to SCI/TECH Information Development and Economy, Vol.14(3):174-175. (in Chinese)

Google Scholar

[9] Zhinong Li, and Chuangnig Jin: submitted to China Journal of Highway and Transport (2007). Vol.20(2),pp.23-28. (in Chinese)

Google Scholar