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- W3156998506 abstract "Loess, as a typical silty soil, covered an area of 440,000km2 in China and a lot of work has been done on the study of mechanics and microstructure of the Loess. For better understanding the behavior of Loess, artificial soils we're created by extracting from the Xi’an and Lanzhou loess using water sedimentary method and which were then divided into five groups according to the variation of gradation. A series of triaxial tests were conducted to identify the effect of particle gradation on the behavior of soil within the framework of critical state soil mechanics. The results show that the location of critical state line is first decrease and then increased with the content of the fine particles increasing. And the slope of the critical state lines also shows consistent trend. There exists a phase transformation gradation soil, called C soil, which is the closest to the natural soil on the gradation curve. For A and B soils with more clay content, there are relatively difficult to reach critical state even if their strain reaches 35%, compared to the other types of soil. As the content of coarse particles increases, the soil generally exhibits more pronounced dilatancy, and the properties are closer to fine sand. This paper is of great significance to provide a reference for better understanding of the behavior of loess in the geotechnique engineering application." @default.
- W3156998506 created "2021-04-26" @default.
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- W3156998506 date "2019-01-01" @default.
- W3156998506 modified "2023-09-24" @default.
- W3156998506 title "The Shearing Behavior of Artificial Soil Extracted from Loess" @default.
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