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Leakage through Holes in Geomembranes below Saturated Tailings

McLeod, H

AbstractExperiments conducted to quantify potential leakage from holes in two geomembranes [1-mm-thick linear low-density polyethylene (LLDPE) and 2-mm-thick high-density polyethylene (HDPE)] placed on a silty-sand [underliner hydraulic conductivity (kUL), 1.1×10−7≤kUL≤1.2×10−5 m/s], or pea gravel (kUL=1×10−2 m/s) underliner (foundation/subgrade) and covered with saturated fine tailings at 65% initial solids content are discussed [tailings hydraulic conductivity (kT), 2.9×10−8≤kT≤1.6×10−6 m/s]. Tests results show that the overlying tailings, with a kT

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Leakage through Holes in Geomembranes below Saturated Tailings

McLeod, H

AbstractExperiments conducted to quantify potential leakage from holes in two geomembranes [1-mm-thick linear low-density polyethylene (LLDPE) and 2-mm-thick high-density polyethylene (HDPE)] placed on a silty-sand [underliner hydraulic conductivity (kUL), 1.1×10−7≤kUL≤1.2×10−5 m/s], or pea gravel (kUL=1×10−2 m/s) underliner (foundation/subgrade) and covered with saturated fine tailings at 65% initial solids content are discussed [tailings hydraulic conductivity (kT), 2.9×10−8≤kT≤1.6×10−6 m/s]. Tests results show that the overlying tailings, with a kT

Leakage through Holes in Geomembranes below Saturated Tailings

McLeod, H

AbstractExperiments conducted to quantify potential leakage from holes in two geomembranes [1-mm-thick linear low-density polyethylene (LLDPE) and 2-mm-thick high-density polyethylene (HDPE)] placed on a silty-sand [underliner hydraulic conductivity (kUL), 1.1×10−7≤kUL≤1.2×10−5 m/s], or pea gravel (kUL=1×10−2 m/s) underliner (foundation/subgrade) and covered with saturated fine tailings at 65% initial solids content are discussed [tailings hydraulic conductivity (kT), 2.9×10−8≤kT≤1.6×10−6 m/s]. Tests results show that the overlying tailings, with a kT

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Title:

Leakage through Holes in Geomembranes below Saturated Tailings

Contributors:

McLeod, H (author) / Joshi, Prabeen / Brachman, R. W. I / Rowe, R. Kerry

Published in:

Journal of geotechnical and geoenvironmental engineering

Publication date:

2016

ISSN:

DOI:

https://doi.org/10.1061/(ASCE)GT.1943-5606.0001606

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Zeitschrift , Grundbau , Bodenmechanik , Geotechnik

Classification:

BKL: 56.20 Ingenieurgeologie, Bodenmechanik

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