Experimental Study on the Engineering Characteristics of Improved Soil

Zhi Qing Li; Zhen Dong Cui; Yan Ping Wang; Li Chao Wang; Duo Zhong

doi:10.4028/www.scientific.net/AMR.168-170.1426

Paper Titles

Experimental Study on the Chloride Diffusivity of Recycled Aggregate Concrete
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An Experimental Study on Workability of Dry-Mixed Self-Compacting Concrete
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Cable System Using Epoxy-Coated Prestressing Steels in China
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Experimental Study on the Engineering Characteristics of Improved Soil
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Stiffness Revising to Recycled Course Aggregate Reinforced Concrete Beams under Short-Term Loading
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 168-170Experimental Study on the Engineering...

Experimental Study on the Engineering Characteristics of Improved Soil

Abstract:

According to the typical loess in Shuozhou in Shanxi province, tests involved in compaction characteristics, shearing strength characteristics and disintegration are carried out by using loess and three kinds of improved loess, namely lime and fly-ash, lime and cement, cement and fly-ash. The best improved soil method is selected. The test results indicate that the compact hybrid structure is formed by fly ash and loess. The activity of fly ash is activated as a result of the lime mixing. A series of hydration reaction prompt the intensity of modified loess. And the physical and mechanical properties of improved loess are improved noticeably.

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Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

1426-1431

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.168-170.1426

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Online since:

December 2010

Authors:

Zhi Qing Li, Zhen Dong Cui, Yan Ping Wang, Li Chao Wang, Duo Zhong

Keywords:

Compaction Characteristic, Improvement, Loess, Shearing Strength

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