Digital Library / STP / STP1308-EB


Testing and Acceptance Criteria for Geosynthetic Clay Liners
Well LW

Pages: 267       Published: 1997

Download this E-Book for $55 PDF (4.9M)          View License Agreement          Hard Copy version


Overview PDF

Description

Table of Contents

Perspectives on Geosynthetic Clay Liners
Koerner RM

Effect of Moisture Content on Free Swell of the Clay Component of Geosynthetic Clay Liners
Narejo DB, Zhou Y

Effect of Swell Pressure on GCL Cover Stability
Stark TD

A Comparison of Sample Preparation Methodology in the Evaluation of Geosynthetic Clay Liner (GCL) Hydraulic Conductivity
Siebken JR, Lucas S

Effect of Normal Stress during Hydration and Shear on the Shear Strength of GCL / Textured Geomembrane Interfaces
Hewitt RD, Soydemir C, Stulgis RP, Coombs MT

Strength and Conformance Testing of a GCL Used in a Solid Waste Landfill Lining System
Merrill KS, O'Brien AJ

Short-Term and Creep Shear Characteristics of a Needlepunched Thermally Locked Geosynthetic Clay Liner
Siebken JR, Swan RH, Yuan Z

Long-Term Shear Strength Behavior of a Needlepunched Geosynthetic Clay Liner
Trauger RJ, Swan RH, Yuan Z

Shear Strength Testing for Geosynthetic Clay Liners
Gilbert RB, Scranton HB, Daniel DE

Geosynthetic Clay Liners in Alkaline Environments
McKelvey JA

Laboratory Simulation of Geosynthetic Clay Liner Application in Contaminated Liquids Evacuation
Mlynarek J, Vermeersch OG, Lemelin D

First-Exposure Performance of the Bentonite Component of a GCL in a Low-pH, Calcium-Enriched Environment
Quaranta JD, Gabr MA, Bowders JJ

Influence of Initial Hydration Conditions on GCL Leachate Permeability
Didier G, Comeaga L

Measurement of Hydraulic Properties of Geosynthetic Clay Liners Using a Flow Box
Daniel DE, Trautwein SJ, Goswami PK

Laboratory Hydraulic Conductivity Testing of GCLs in Flexible-Wall Permeameters
Daniel DE, Bowders JJ, Gilbert RB

A Design Perspective on Shear Strength Testing of Geosynthetic Clay Liners
Cowland JW

Manufacturing Quality Control and Specification Criteria for Geosynthetic Clay Liners
von Maubeuge KP

A study of the CBR Bearing Capacity Test for Hydrated Geosynthetic Clay Liners
Fox PJ, De Battista DJ, Chen S-H

Author Index


Subject Index


Committee: D35
Paper ID: STP1308-EB
DOI: 10.1520/STP1308-EB

ASTM International is a member of CrossRef.
0-8031-2471-6
978-0-8031-2471-4
STP1308-EB