Geomembranes commonly used in civil engineering constructions are mostly in contact with soils. Some constructions failed due to slippage between geomembrane sheets and interfacing soils. This paper aims at presenting the interface strength of various geomembranes and Ottawa sand resulting from tests with the ring shear device. The interface strength is generally governed by the stiffness, the texture of geomembranes and the imposed stress level. It was found that residual friction angles, dresidual, for the interfaces varied from 10.5° to 28.1° or 0.34 to 0.97 in efficiency ratio. The lower value is for a smooth HDPE, the higher value is mobilised by a soft PVC at higher stresses.

Published by Universitas Lambung Mangkurat
Journal Name INFOTEKNIK
Contact Phone+6281803821373
Contact Name Muhammad Afief Ma'ruf
Contact Email afief84@gmail.com
Location Kota banjarmasin, Kalimantan selatan INDONESIA
Website infoteknik| https://ppjp.ulm.ac.id/journal/index.php/infoteknik|
ISSN ISSN : 08532508, EISSN : 24599964, DOI : http://dx.doi.org/10.20527,
Core Subject Engineering,
Meta Subject Engineering,
Meta DescJurnal Info – Teknik menerbitkan artikel – artikel karya orisinil dan signifikan pada Bidang Rekayasa Teknik.
PenulisEffendi, Rustam
Publisher ArticleUniversitas Lambung Mangkurat
Subtitle Article INFO-TEKNIK Vol 12, No 1 (2011): INFOTEKNIK VOL. 12 NO. 1 2011
Scholar Googlehttp://scholar.google.com/scholar?q=%2Bintitle%3A&…
View Articlehttps://ppjp.ulm.ac.id/journal…
DOIhttps://doi.org/10.20527/infotek.v1…
DOI Number DOI: 10.20527/infotek.v12i1.1779
Download Article [1] https://ppjp.ulm.ac.id/journal/index.php…
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