Shear Strength of Fiber-Reinforced Clayey Sands

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MORADI M.; HAMIDI A.

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Journal: JOURNAL OF ENGINEERING GEOLOGY Year:2017 | Volume:10 | Issue:4 Page(s): 3767-3792

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Information Journal Paper

Title

Shear Strength of Fiber-Reinforced Clayey Sands

Author(s)

MORADI M. | HAMIDI A. | Issue Writer Certificate

Keywords

Clayey sandsQ1

fiber reinforcementQ1

triaxial compression testQ1

shear strengthQ1

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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APA: Copy

MORADI, M., HAMIDI, A., & TAVAKOLI MEHRJARDI, GH.. (2017). Shear Strength of Fiber-Reinforced Clayey Sands. JOURNAL OF ENGINEERING GEOLOGY, 10(4 ), 3767-3792. SID. https://sid.ir/paper/186315/en

Vancouver: Copy

MORADI M., HAMIDI A., TAVAKOLI MEHRJARDI GH.. Shear Strength of Fiber-Reinforced Clayey Sands. JOURNAL OF ENGINEERING GEOLOGY[Internet]. 2017;10(4 ):3767-3792. Available from: https://sid.ir/paper/186315/en

IEEE: Copy

M. MORADI, A. HAMIDI, and GH. TAVAKOLI MEHRJARDI, “Shear Strength of Fiber-Reinforced Clayey Sands,” JOURNAL OF ENGINEERING GEOLOGY, vol. 10, no. 4 , pp. 3767–3792, 2017, [Online]. Available: https://sid.ir/paper/186315/en

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