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Cover image for Geotechnical aspects of landfill design  and construction
Title:
Geotechnical aspects of landfill design and construction
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Publication Information:
Upper Saddle River, N.J.: Prentice Hall, 2001
ISBN:
9780130125064

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30000004888016 TA337 Q63 2001 Open Access Book Book
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Summary

Summary

Focuses on actual, state-of-the-art design/construction procedures as opposed to a discussion of solid waste management issues and to general descriptions and/or conceptual designs. Provides an integrated package of analytical tools, design equations, and step-by-step construction procedures for all elements of a landfill, giving the reader a better sense of the necessary site investigation, planning, analysis, and organization that go into a landfill design and construction project. KEY TOPICS: The characteristics of landfill containment envelopes and their design/construction are treated in detail. Physico-chemical and engineering properties of solid waste that are relevant and important to landfill design and construction are tabulated and described. Includes explanation of how to evaluate and assess potential problems that affect landfill performance such as sideslope stability, settlement, containment effectiveness, and erosion control. Discusses vertical landfill expansion; how leachate moves across a liner or barrier under both advection and diffusion; compares the containment effectiveness of different liner systems to the combined advective-diffusive transport of dissolved leachate solutes. Includes a detailed explanation with numerical examples and calculations of how to design a gas collection and piping system in a landfill--including the collection and handling of condensate in the gas. Detailed installation and inspection guidelines are provided for both earthen and geosynthetic liner/cover systems--comparing the relative advantages and limitations of each. MARKET: For professional training courses in Geotechnical and Geoenvironmental Engineering.


Author Notes

Xuede Qian is currently a statewide Geotechnical Engineering Specialist with the Waste Management Division, Michigan Department of Environmental Quality. He received the B.S. and M.S. degrees in hydraulic and geotechnical engineering from Hohai University Nanjing, China, and the Ph.D. degree in geotechnical engineering from the University of Michigan, Ann Arbor. He is also an adjunct faculty member with the Department of Civil and Environmental Engineering, University of Michigan, with responsibility for teaching a senior/graduate level course on landfill design and construction. He has been actively involved in landfill engineering research and has participated in many landfill design, construction, and remediation projects during the past decade. Dr. Qian has authored numerous technical papers in the geotechnical and geoenvironmental fields. His professional experiences include work for universities, regulatory agencies, and consulting firms.

Robert M. Koerner is currently an H. L. Bowman Professor of Civil Engineering with Drexel University, Philadelphia, PA. He received the B.S. and M.S. degrees in civil engineering from Drexel University and the Ph.D. degree in geotechnical engineering from Duke University. He is an Honorary Member of the ASCE and a member of the National Academy of Engineering. Dr. Koerner is the co-author of the first book on geotextiles and has authored or coauthored more than 300 papers on geosynthetics in major engineering journals and for national and international conference proceedings. His latest effort is the fourth edition of the textbook entitled Designing with Geosynthetics. As Director of the Geosynthetic Research Institute, his activities involve all aspects of waste disposal, but focus particularly on the liner and cover containment systems.

Donald H. Gray is a Professor Emeritus of Civil and Environmental Engineering with the University of Michigan, Ann Arbor. He received the B.S. and M.S. degrees and the Ph.D. degree in geological and civil engineering from the University of California at Berkeley. His areas of expertise include slope stability and erosion control, engineering properties of solid waste materials, the transport of leachate through landfill liners (under combined advection/diffusion), and containment strategies for landfilled wastes. He has authored numerous technical papers and lectured extensively at training workshops and short courses dealing with geotechnical aspects of waste disposal in the ground. He has served as the organizer and chairman of two ASCE specialty conferences on geotechnical engineering of land disposal. Dr. Gray is also the principal author of two well-regarded reference books on biotechnical and soil bioengineering slope stabilization.


Excerpts

Excerpts

Preface The United States produces about 300 million tons of solid waste per year. Up to 75 percent of the solid waste continues to be landfilled--in spite of vigorous efforts aimed at waste reduction, recycling, and re-use. A modern, well-constructed landfill can be characterized as an engineered structure that consists primarily of a composite liner, leachate collection and removal system, gas collection and control system, and final cover. A landfill also behaves as a giant in-situ bioreactor whose contents undergo complex biochemical reactions. The production of landfill gas is a major byproduct of waste decomposition processes. The adoption of suitable design and construction methods is essential not only to reduce design and construction costs, but also to minimize long term operation, maintenance, and monitoring expenses. Geotechnical Aspects of Landfill Design and Construction addresses landfill siting, design, and construction issues in a comprehensive manner. The characteristics of landfill containment envelopes and their design/construction are treated in detail. The attributes and advantages of composite liners relative to conventional compacted clay liners are examined carefully. The book discusses both the material properties and engineering design of geosynthetic components (e.g., geomembranes, geotextiles, geocomposites, and geosynthetic clay liners) that are used in modern landfill construction. Methods of estimating landfill leachate quantities and gas generation in addition to the design of leachate and gas collection systems are also described in detail. We include other important topics as well--such as vertical expansion and bioreactor concepts--that are ways of increasing capacity at existing landfills. Several chapters in the book are devoted to the measurement and determination of landfill performance. These performance considerations include settlement estimates, mass stability, liner leakage rates (by both hydraulic convection and chemical diffusion), envelope durability, leachate and gas collection, and drainage efficiency. Final cover design to limit rainfall infiltration, frost problems, and erosion is addressed as well. Geotechnical Aspects of Landfill Design and Construction focuses on actual design and construction procedures, as opposed to a discussion of solid waste management issues and to general descriptions and/or conceptual designs. We present the reader with a complete, integrated package of analytical tools, design equations, and construction procedures for all elements of a landfill. The purpose of the book is to show the reader how to design and construct a real landfill step by step. To this end, we provide in the book not only design equations, but also specific guidelines and procedures, and calculation examples for constructing various elements of a modern landfill. Since landfill design and construction in the United States uses English Computational units almost exclusively (and there is no end in sight of this practice), we have complied by using these units as primary. Worldwide, however, SI units are the norm and we have accompanied the U.S. units with SI computational units in parentheses. The conversion to SI units is "soft." The notable exception to this is hydraulic conductivity where we have used in the traditional metric unit of "cm/sec." Geotechnical Aspects of Landfill Design and Construction is intended as (i) a reference book for practicing professionals, (ii) an agency training manual, and (iii) university textbook. A draft manuscript of the book has been used and tested by the principal author in a geoenvironmental graduate course at the University of Michigan since 1995. Carefully selected design examples, diagrams, and tables are incorporated into the book. These give the reader a better sense of the necessary site investigation, planning, analysis, and organization that go into a landfill design and construction project. In addition to worked design examples we have also included homework problems and an extensive reference list at the end of every chapter. The authors wish to express their appreciation to the following individuals for their encouragement and support throughout the preparation of the manuscript: Professors Richard D. Woods and E. Benjamin Wylie, University of Michigan; and Jim J. Sygo, Kenneth J. Burda, Delores M. Montgomery, and Elizabeth M. Browne, Michigan Department of Environmental Quality. The authors also would like to acknowledge and thank the following individuals for sharing their knowledge and ideas during the course of many discussions about the book: Stephen R. Blayer, V Wesley Sherman, Jr., and Carolyn B. Parker, Michigan Department of Environmental Quality; Dr. Gary R. Schmertmann, Geosyntec Consultants; Dr. Te-Yang Soong, Earth Tech, Inc.; Dr. Jengwa Lyang, NTH Consultants, Ltd.; and Scott R Lockhart, Hull and Associates, Inc. XUEDE (DAN) QIAN ROBERT M. KOERNER DONALD H. GRAY Excerpted from Geotechnical Aspects of Landfill Design and Construction by Xuede Qian, Donald H. Gray, Robert M. Koerner All rights reserved by the original copyright owners. Excerpts are provided for display purposes only and may not be reproduced, reprinted or distributed without the written permission of the publisher.

Table of Contents

1 Introduction
Need for Landfills
Principal Landfill Requirements
Landfill Components and Configuration
Landfill Envelope
Composite Liners
Benefits of Double Composite Liners
Liner Linkage Mechanisms
Scope and Organization of Book
2 Landfill Siting and Site Investigation
Siting Considerations
Location Restrictions
Siting Process
Site Investigation
Borrow Source Investigation
Field Hydraulic Conductivity Tests
Material Laboratory Tests
3 Compacted Clay Liners
Overview Compacted Clay Liners
Compaction and Permeability Considerations
Design of Compacted Clay Liners
Influence of Clods on Hydraulic Conductivity
Effect of Gravel Content on Hydraulic Conductivity
Effect of Freezing and Thawing on Hydraulic Conductivity
Summary Comments Regarding Compacted Clay Liners
4 Geomembranes
Composition and Thickness of Geomembranes
Current Uses of Geomembranes in Landfills
Tensile Behavior of Geomembranes
Friction Behavior of Geomembranes
Tension Stresses Due to Unbalanced Friction Forces
Tension Stresses Due to Localized Subsidence
Runout and Anchor Trenches
Assessment of Leakage through Liners
Concluding Comments Regarding Geomembranes
5 Geosynthetic Clay Liners
Types and Current Uses of Geosynthetic Clay Liners
Hydraulic Conductivity
Ability to Withstand Differential Settlement
Shear Strength
Differences between Geosynthetic Clay Liners and Compacted Clay Liners
Contaminant Transport through Geosynthetic Clay Liner and Compacted Clay Liner
Comparison of Mass Transport through a GCL and CCL
Recommendations for Use of Geosynthetic Clay Liners
Summarizing Comments Regarding Geosynthetic Clay Liners
6 Engineering Properties of Municipal Solid Waste
Constituents of Municipal Solid Waste
Unit Weight of Municipal Solid Waste
Moisture Content of Municipal Solid Waste
Porosity of Municipal Solid Waste
Hydraulic Conductivity of Municipal Solid Waste
Field Capacity and Wilting Point of Municipal Solid Waste
Shear Strength of Municipal Solid Waste
Compressibility of Municipal Solid Waste
7 Leachate Generation and Evaluation in MSW Landfills
MSW Leachate Characterization
Factors Affecting Leachate Quantity
Estimation of Leachate Production Rate in an Active Condition
Estimation of Leachate Production Rate in a Postclosure Condition
Hydrologic Evaluation of Landfill Performance (HELP) Model
8 Liquid Drainage Layer
Profile of Leachate Drainage Layer
Soil Drainage and Filtration Layer
Geotextile Design for Filtration
Geonet Design for Leachate Drainage
Estimate of Maximum Liquid Head in a Drainage Layer
9 Leachate Collection and Removal Systems
Subbase Grading
Leachate Collection Trenches
Selection of Leachate Collection Pipe
Deformation and Stability of Leachate Collection Pipe
Sump and Riser Pipes
Leachate Removal Pumps
10 Gas Collection and Control Systems
Gas Generation
Gas Composition
Factors Affecting Gas Generation
Gas Generation Rate
Gas Migration
Types and Components of Gas Collection Systems
Gas Control and Treatment
Design of Gas Collection System
11 Final Cover System
Components of Final Cover System
Alternative Landfill Cover
Field Study of Landfill Covers
Soil Erosion Control
Effects of Settlement and Subsidence
Differential Subsidence Case History
12 Landfill Settlement
Mechanism of Solid Waste Settlement
Effect of Daily Cover
Landfill Settlement Rate
Estimation of Landfill Settlement
Effect of Waste Settlement on Landfill Capacity
Other Methods for Estimating Landfill Settlement
Estimation of Landfill Foundation Settlement
13 Landfill Stability Analysis
Types of Landfill Failures
Factors Influencing Landfill Stability
Selection of Appropriate Properties
Veneer Slope Stability Analysis
Subsoil Foundation Failures
Waste Mass Failures
Concluding Remarks
14 Vertical Landfill Expansions
Considerations Involved in Vertical Expansions
Liner Systems for Vertical Expansion
Settlement of Existing Landfill
Estimation of Differential Settlement Due to Waste Heterogeneity
Vertical Expansion over Unlined Landfills
Design Considerations for Landfill Structures
Geosynthetic Reinforcement Design for Vertical Expansions
Stability Analysis for Vertical Expansion
15 Bioreactor Landfills
Introduction
Liquids Managements Strategies
Concepts of Waste Degradation
Leachate Recycling Methods
Bioreactor Landfill Issues and Concerns
Performance-to-Date
Summary Comments
16 Construction of Compacted Clay Liners
Subgrade Preparation
Soil Materials for Compacted Soil Lines
Compaction Objectives and Choices
Initial Saturation Specifications
Clay Liner Compaction Considerations
Compaction Specifications
Leachate Collection Trench Construction
Protection of Compacted Soil
Field Measurement of Water Content and Dry Unit Weight
Construction Quality Assurance and Quality Control Issues
17 Installation of Geosynthetic Materials
Material Delivery and Conformance Tests
Installation of Geomembranes
Installation of Geonets
Installation of Geotextiles
Installation of Geocompostes
Installation of Geosynthetic Clay Liners
18 Postclosure Uses of MSW Landfills
Athletic and Recreational Facilities
Industrial Development
Aesthetics
Concluding Remarks
Appendix I Help Model Input and Output-Active Condition
Appendix II Help Model Input and Output-Postclosure Condition
Index.
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