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Interface shear strength between geotextile and soil-sodium bentonite liner / Nur Aisyah Kasim

Landfill liner system is designed to provide maximum protection to the environment. Installation of the liner system is supervised and inspected to ensure that it meets or exceeds environmental standards. The installation of geotextile on landfill is spread by layers and will be overlapping between...

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Main Author: Kasim, Nur Aisyah
Format: Thesis
Language:English
Published: 2019
Online Access:https://ir.uitm.edu.my/id/eprint/91137/1/91137.pdf
https://ir.uitm.edu.my/id/eprint/91137/
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id my.uitm.ir.91137
record_format eprints
spelling my.uitm.ir.911372024-03-25T08:39:11Z https://ir.uitm.edu.my/id/eprint/91137/ Interface shear strength between geotextile and soil-sodium bentonite liner / Nur Aisyah Kasim Kasim, Nur Aisyah Landfill liner system is designed to provide maximum protection to the environment. Installation of the liner system is supervised and inspected to ensure that it meets or exceeds environmental standards. The installation of geotextile on landfill is spread by layers and will be overlapping between each layer about 0.5 m to 1.0 m. However, the occurrence of the soil movements is always expected to occur. 2019 Thesis NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/91137/1/91137.pdf Interface shear strength between geotextile and soil-sodium bentonite liner / Nur Aisyah Kasim. (2019) Masters thesis, thesis, Universiti Teknologi MARA (UiTM).
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
description Landfill liner system is designed to provide maximum protection to the environment. Installation of the liner system is supervised and inspected to ensure that it meets or exceeds environmental standards. The installation of geotextile on landfill is spread by layers and will be overlapping between each layer about 0.5 m to 1.0 m. However, the occurrence of the soil movements is always expected to occur.
format Thesis
author Kasim, Nur Aisyah
spellingShingle Kasim, Nur Aisyah
Interface shear strength between geotextile and soil-sodium bentonite liner / Nur Aisyah Kasim
author_facet Kasim, Nur Aisyah
author_sort Kasim, Nur Aisyah
title Interface shear strength between geotextile and soil-sodium bentonite liner / Nur Aisyah Kasim
title_short Interface shear strength between geotextile and soil-sodium bentonite liner / Nur Aisyah Kasim
title_full Interface shear strength between geotextile and soil-sodium bentonite liner / Nur Aisyah Kasim
title_fullStr Interface shear strength between geotextile and soil-sodium bentonite liner / Nur Aisyah Kasim
title_full_unstemmed Interface shear strength between geotextile and soil-sodium bentonite liner / Nur Aisyah Kasim
title_sort interface shear strength between geotextile and soil-sodium bentonite liner / nur aisyah kasim
publishDate 2019
url https://ir.uitm.edu.my/id/eprint/91137/1/91137.pdf
https://ir.uitm.edu.my/id/eprint/91137/
_version_ 1794641583235137536
score 13.211869

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