The Significant Effect of Interface Shear Strength between Soil Liner and Geotextile with Different Percentages of Bentonite and Sodium Bentonite with Geosynthetic

The Significant Effect of Interface Shear Strength between Soil Liner and Geotextile with Different Percentages of Bentonite and Sodium Bentonite with Geosynthetic

This research focuses on the interface shear performance between geotextile and soil with various percentages of bentonite and sodium bentonite for landfill stability by using Direct Shear Test. Admixtures are mixed with clay to improve its performance as a liner material due to their ability to fil...

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Bibliographic Details
Main Authors: Ahamad, F.H (Author), Aljunid Syed Junid S.A (Author), Che Azmi, N.A (Author), Che Lat, D. (Author), Mohd Salleh M.A.A (Author), Mukri, M. (Author), Rashidi C.B.M (Author), Razali, R. (Author)
Format: Article
Language:English
Published: EDP Sciences 2018
Subjects:
Bentonite
Direct shear test
Geotextiles
Interface shear
Interface shear strength
Land fill
Liner material
Optimum moisture content
Research focus
Shear flow
Shear strength
Sodium
Sodium bentonite
Soil mechanics
Soil particles
Soils
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