Test Study of Influence of Fine Particle Content on Creep Property of Sandy Slate Coarse-Grained Soil

Abstract:

Creep property of coarse-grained soil is an important property influencing long-term settlement of embankment. Based on the H-K creep model which is consistent with the experimental results and verified by uniaxial compression creep test, relationship between fine grain composition and creep parameter and pattern of creep property of sandy slate coarse-grained soil influenced by fine grain composition are studied. It turns out that fine particle content is the important factor that affects creep property of sandy slate coarse-grained soil and using fine particle content of 30% is able to decrease long-term settlement of embankment.

• Periodical: Applied Mechanics and Materials (Volumes 438-439)
• Pages: 1372-1375
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.438-439.1372
• Online since: October 2013
• Authors: Li Hao Jia, Xiang Bo Deng, Man Jiang
• Keywords: Coarse-Grained Soil, Creep Property, Fine Particle Content, Uniaxial Test

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