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Paper
Title

Shear Strength of Fiber-Reinforced Clayey Sands

Year: 1395
COI: JR_JEG-10-4_005
Language: EnglishView: 203
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Authors

M. Moradi - School of Engineering, Kharazmi University, Tehran, Iran
A. Hamidi - School of Engineering, Kharazmi University, Tehran, Iran
Gh. Tavakoli Mehrjardi - School of Engineering, Kharazmi University, Tehran, Iran

Abstract:

Consolidated-drained triaxial compression tests were conducted to compare the stress-strain and volume change response of sands and clayey sands reinforced with discrete randomly distributed polypropylene fibers. The influence of various test parameters such as fiber content (0.0%, 0.5% and 1.0% by weight), clay content (0%, 10% and 20% by weight), relative density (50% and 90%) and confining pressure (100 kPa, 200 kPa and 300 kPa) were investigated. It has been observed that addition of clay particles to the sands decreased the shear strength of samples. Also, increase in clay content reduced dilation and increased compressibility of the mixed soil. Addition of the fiber to both sands and clayey sands samples improved the shear strength and increased ductility and axial strain at failure point.

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Paper COI Code

This Paper COI Code is JR_JEG-10-4_005. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/791426/

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If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
Moradi, M. and Hamidi, A. and Tavakoli Mehrjardi, Gh.,1395,Shear Strength of Fiber-Reinforced Clayey Sands,https://civilica.com/doc/791426

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Type of center: دانشگاه دولتی
Paper count: 10,883
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