Unsaturated Performance Comparison of Compacted Clay Landfill Liners

doi 10.1061/40510(287)37
Full Text
Abstract

Available in full text

Date
Authors
Publisher

American Society of Civil Engineers

Related search

Hydraulic Performance of Compacted Clay Liners (CCLS) Under Simulated Landfill Conditions

English

The Behaviour of Unsaturated Compacted Clay Under Plane Strain Condition

WIT Transactions on the Built Environment
BuildingReliabilityArtsTransportationRiskHumanitiesAutomotive EngineeringStructural EngineeringCivilConstructionSafetyArchitectureComputer Science ApplicationsSafety ResearchQuality
2008English

Hydration and Shrinkage of Geosynthetic Clay Liners Under Simulated Landfill Conditions

English

Performance of GCLS in Liners for Landfill and Mining Applications*

Environmental Geotechnics
Landscape ConservationGeotechnical EngineeringManagementMonitoringNaturePetrologyDisposalWaste ManagementEngineering GeologyEnvironmental ChemistryGeochemistryTechnologyPolicyWater ScienceLawEnvironmental Engineering
2014English

Crack Characteristic and Permeability Change of Compacted Clay Liners With Different Liquid Limits Under Dry-Wet Cycles

Advances in Civil Engineering
CivilStructural Engineering
2018English

Application to a Compacted Soil of a Cam Clay Model Extended to Unsaturated Conditions

2008English

Optimal Placement of Reinforcement in Piggyback Landfill Liners

Geotextiles and Geomembranes
Geotechnical EngineeringEngineering GeologyMaterials Science
2018English

Evaluation of Organoclays for Use in Landfill Liners

The Open Waste Management Journal
2009English

Design of Compacted Clay Embankments for Improved Stability and Settlement Performance : Interim Report

1983English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2024 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy