Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13087/342
Title: An experimental study on shear strength behavior of soils under low confining pressure
Authors: Balaban, Eren
Šmejda, Ales
Onur, Mehmet İnanç
Keywords: Clay
Direct shear test
Sand
Shear strength
Issue Date: 2019
Publisher: Avestia Publishing
Abstract: Mechanical behavior of soils is highly dependent on their composition. In order to gain better understanding of change in strength parameters according to soil composition, direct shear tests were conducted in this study. Sand was selected as preliminary soil type. Fine grained soil was mixed with sand step by step. Amount of fine grains was increased 10% in each step. Eleven different mixtures were obtained and standard proctor tests were conducted to determine highest unit weight and optimum water content for each mixture. Then, direct shear tests were conducted for each mixture. Four different confining pressures were chosen, and confining pressures were 9.81 kPa, 19.62 kPa, 40.81 kPa and 58.86 kPa. Shearing rate was chosen as 0.25 mm/min for sandy soils. When the tests were conducted for fine grained soils, shearing rate was chosen as 0.065 mm/min. Results of this study might help understanding of failure of soil under low confinement. © 2019, Avestia Publishing.
Description: 4th World Congress on Civil, Structural, and Environmental Engineering, CSEE 2019 -- 7 April 2019 through 9 April 2019 -- -- 141068
URI: https://doi.org/10.11159/icgre19.110
https://hdl.handle.net/20.500.13087/342
ISSN: 2371-5294
Appears in Collections:Kimya Bölümü Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu

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