Effect of Particle Size Distribution on Soil-Steel Interface Shear Behavior

Yue Liang; Tian Chyi Jim Yeh; Junjie Wang; Mingwei Liu; Yonghong Hao

doi:10.1007/s11204-017-9474-0

Effect of Particle Size Distribution on Soil-Steel Interface Shear Behavior

Yue Liang, Tian Chyi Jim Yeh, Junjie Wang, Mingwei Liu, Yonghong Hao

Hydrology and Water Resources

Research output: Contribution to journal › Article › peer-review

3 Scopus citations

Abstract

The performance of rock-socketed concrete-filled steel tube piles is strongly dependent on the shear behavior of the interface between the steel and the surrounding soil. The effects of particle size distribution (PSD) on soil-steel interface shear behavior were investigated for a soil mixture composed of crushed sandstone and mudstone particles. Tests were conducted using a strain-controlled direct shearing apparatus. The results showed nonlinear relationships between the shear strain and the stress and revealed dilation of the specimens during the shearing process. The shear strength of the interface was found to be linearly related to the normal stress, obeying the Mohr-Coulomb criterion. Relationships between the shear strength parameters and PSDs were established. In combination with fractal theory, these were used to assess the variation of interface shear strength and the disintegration of particles in shear processes. With knowledge of the variation of the fractal dimensions of the PSD, an approach for evaluating the evolution of interface shear strength parameters was proposed based on the effect of PSD on shear behavior.

Original language	English (US)
Pages (from-to)	310-317
Number of pages	8
Journal	Soil Mechanics and Foundation Engineering
Volume	54
Issue number	5
DOIs	https://doi.org/10.1007/s11204-017-9474-0
State	Published - Nov 1 2017

ASJC Scopus subject areas

Water Science and Technology
Geotechnical Engineering and Engineering Geology
Ocean Engineering
Soil Science
Energy(all)

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10.1007/s11204-017-9474-0

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title = "Effect of Particle Size Distribution on Soil-Steel Interface Shear Behavior",

abstract = "The performance of rock-socketed concrete-filled steel tube piles is strongly dependent on the shear behavior of the interface between the steel and the surrounding soil. The effects of particle size distribution (PSD) on soil-steel interface shear behavior were investigated for a soil mixture composed of crushed sandstone and mudstone particles. Tests were conducted using a strain-controlled direct shearing apparatus. The results showed nonlinear relationships between the shear strain and the stress and revealed dilation of the specimens during the shearing process. The shear strength of the interface was found to be linearly related to the normal stress, obeying the Mohr-Coulomb criterion. Relationships between the shear strength parameters and PSDs were established. In combination with fractal theory, these were used to assess the variation of interface shear strength and the disintegration of particles in shear processes. With knowledge of the variation of the fractal dimensions of the PSD, an approach for evaluating the evolution of interface shear strength parameters was proposed based on the effect of PSD on shear behavior.",

author = "Yue Liang and Yeh, {Tian Chyi Jim} and Junjie Wang and Mingwei Liu and Yonghong Hao",

note = "Funding Information: This work was supported by the Natural Science Foundation of China (Grants 51409029 and 51479014). The second author acknowledges support by the Strategic Environmental Research and Development Program (SERDP) (Grant ER-1365), the Environmental Security and Technology Certification Program (ESTCP) (Grant ER201212), and the National Science Foundation EAR (Grant 1014594). He also acknowledges an Outstanding Overseas Professorship award through Jilin University from the Department of Education, China, as well as a Global Expert award through Tianjin Normal University from the Thousand Talents Plan of Tianjin City. Publisher Copyright: {\textcopyright} 2017, Springer Science+Business Media, LLC, part of Springer Nature.",

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N1 - Funding Information: This work was supported by the Natural Science Foundation of China (Grants 51409029 and 51479014). The second author acknowledges support by the Strategic Environmental Research and Development Program (SERDP) (Grant ER-1365), the Environmental Security and Technology Certification Program (ESTCP) (Grant ER201212), and the National Science Foundation EAR (Grant 1014594). He also acknowledges an Outstanding Overseas Professorship award through Jilin University from the Department of Education, China, as well as a Global Expert award through Tianjin Normal University from the Thousand Talents Plan of Tianjin City. Publisher Copyright: © 2017, Springer Science+Business Media, LLC, part of Springer Nature.

PY - 2017/11/1

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N2 - The performance of rock-socketed concrete-filled steel tube piles is strongly dependent on the shear behavior of the interface between the steel and the surrounding soil. The effects of particle size distribution (PSD) on soil-steel interface shear behavior were investigated for a soil mixture composed of crushed sandstone and mudstone particles. Tests were conducted using a strain-controlled direct shearing apparatus. The results showed nonlinear relationships between the shear strain and the stress and revealed dilation of the specimens during the shearing process. The shear strength of the interface was found to be linearly related to the normal stress, obeying the Mohr-Coulomb criterion. Relationships between the shear strength parameters and PSDs were established. In combination with fractal theory, these were used to assess the variation of interface shear strength and the disintegration of particles in shear processes. With knowledge of the variation of the fractal dimensions of the PSD, an approach for evaluating the evolution of interface shear strength parameters was proposed based on the effect of PSD on shear behavior.

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Effect of Particle Size Distribution on Soil-Steel Interface Shear Behavior

Abstract

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