GSP 177 contains more than 100 papers addressing the challenges of sustainability in remediation and waste management that were presented at GeoCongress 2008, held in New Orleans, Louisiana, March 9-12, 2008.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | Waste Management Physical, Chemical, and Biological Aspects of Liners, Covers, and Waste Performance of Engineered Waste Containment Barriers <\/td>\n<\/tr>\n | ||||||
| 35<\/td>\n | An Innovative Ashfill Expansion at the Town of Babylon Landfill Site <\/td>\n<\/tr>\n | ||||||
| 43<\/td>\n | Analytical and Numerical Methodology for Modeling Temperatures in Landfills <\/td>\n<\/tr>\n | ||||||
| 51<\/td>\n | Capping a Toothpaste Landfill and Constructing a New Landfill on Top <\/td>\n<\/tr>\n | ||||||
| 59<\/td>\n | Dry Disposal of Bauxite Residues in Abandoned Mine Open Pits <\/td>\n<\/tr>\n | ||||||
| 67<\/td>\n | Studies on the Integrity of Clay-Rich Soil Liners for Cover Systems of Landfills <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | Geofiber Reinforced Soil Liner for Waste Containment Systems <\/td>\n<\/tr>\n | ||||||
| 83<\/td>\n | Development of Predictive Soil-Atmosphere Models for Test Plots at the Questa Mine, New Mexico <\/td>\n<\/tr>\n | ||||||
| 91<\/td>\n | ET Covers: Construction and Tree Development Inside and Outside of Lysimeters <\/td>\n<\/tr>\n | ||||||
| 99<\/td>\n | Estimating Methane Emission and Oxidation from Earthen Landfill Covers <\/td>\n<\/tr>\n | ||||||
| 107<\/td>\n | Influence of the Waste Layer on Percolation Estimates for Earthen Caps Located in a Sub-Humid Climate <\/td>\n<\/tr>\n | ||||||
| 115<\/td>\n | Methane Oxidation on a Coverage Layer Study <\/td>\n<\/tr>\n | ||||||
| 123<\/td>\n | In-Situ Measurements of Pore Water Pressures in Landfilled Waste in Response to Liquids Addition <\/td>\n<\/tr>\n | ||||||
| 131<\/td>\n | Lab-Scale Liquid Injection Model of Bioreactor Landfill <\/td>\n<\/tr>\n | ||||||
| 139<\/td>\n | Permeability of Municipal Solid Waste (MSW) in Bioreactor Landfill with Degradation <\/td>\n<\/tr>\n | ||||||
| 147<\/td>\n | The Influence of Leachate Recirculation and Air Flow on Aerobic Bioreactor Performance <\/td>\n<\/tr>\n | ||||||
| 155<\/td>\n | Characterization of Landfills in Central Asia by Means of Site Investigations and Landfill Simulation in Laboratory Bioreactors <\/td>\n<\/tr>\n | ||||||
| 163<\/td>\n | Geomechanical and Hydraulic Properties of Waste Geotechnical Properties of Municipal Solid Waste Subjected to Leachate Recirculation <\/td>\n<\/tr>\n | ||||||
| 171<\/td>\n | Laboratory Tests on Creep and Shear Behavior of Municipal Solid Waste and Mitigation of its Long-Term Subsidence <\/td>\n<\/tr>\n | ||||||
| 179<\/td>\n | Mechanical Properties of Municipal Solid Waste from Suzhou Landfill in China <\/td>\n<\/tr>\n | ||||||
| 187<\/td>\n | Municipal Solid Waste as a Reinforced Soil: Investigation Using Synthetic Waste <\/td>\n<\/tr>\n | ||||||
| 195<\/td>\n | Recent Findings on the Static and Dynamic Properties of Municipal Solid Waste <\/td>\n<\/tr>\n | ||||||
| 203<\/td>\n | Stability of Slopes for Closure of Old Waste Dumps <\/td>\n<\/tr>\n | ||||||
| 211<\/td>\n | Geomechanics and Long-Term Landfill Settlement <\/td>\n<\/tr>\n | ||||||
| 219<\/td>\n | Estimation of the Mechanical Properties of MSW during Degradation in a Laboratory Compression Cell <\/td>\n<\/tr>\n | ||||||
| 227<\/td>\n | Experimental Analysis of Waste Compressibility <\/td>\n<\/tr>\n | ||||||
| 235<\/td>\n | Deformation of MSW Bioreactor Landfills: Properties and Analysis Approach <\/td>\n<\/tr>\n | ||||||
| 243<\/td>\n | The Impact of Degradation on MSW Shear Strength <\/td>\n<\/tr>\n | ||||||
| 251<\/td>\n | Application of a Morphologic Classification of Brazilian MSW <\/td>\n<\/tr>\n | ||||||
| 259<\/td>\n | Relationship between Classification and Shear Behavior of MSW <\/td>\n<\/tr>\n | ||||||
| 267<\/td>\n | Hydrogeological Characterization of Suzhou Landfill of Municipal Solid Wastes <\/td>\n<\/tr>\n | ||||||
| 275<\/td>\n | MBT Waste Used as a Capillary Barrier in a Sanitary Landfill <\/td>\n<\/tr>\n | ||||||
| 283<\/td>\n | The Influence of Landfill Gas on the Hydraulic Conductivity of Waste <\/td>\n<\/tr>\n | ||||||
| 291<\/td>\n | Variation of Fluid Conductivity with Settlement of Domestic Waste <\/td>\n<\/tr>\n | ||||||
| 299<\/td>\n | Recycled and Waste Materials Evaluating Cr(VI) Leaching from Recycled Waste Concrete Aggregate Using Acceleration Tests <\/td>\n<\/tr>\n | ||||||
| 307<\/td>\n | Evaluation of Base Prepared from Road Surface Gravel Stabilized with Fly Ash <\/td>\n<\/tr>\n | ||||||
| 315<\/td>\n | Feasibility Study of Recycling Facilities in Brazil: The Case of Rio de Janeiro <\/td>\n<\/tr>\n | ||||||
| 323<\/td>\n | Use of Tire Chips in the Final Cover System of a Superfund Site Landfill <\/td>\n<\/tr>\n | ||||||
| 331<\/td>\n | Evaluation of Cemented Quarry Fines as a Pavement Base Material <\/td>\n<\/tr>\n | ||||||
| 339<\/td>\n | Gypsum Waste Reduction through Stabilization for Trench Backfill <\/td>\n<\/tr>\n | ||||||
| 347<\/td>\n | Performance of Biosurfactant Produced from Used Vegetable Oil <\/td>\n<\/tr>\n | ||||||
| 355<\/td>\n | Soil Fused with Recycled Plastic Bottles for Various Geo-Engineering Applications <\/td>\n<\/tr>\n | ||||||
| 363<\/td>\n | Towards the Development of Sustainable Landfills <\/td>\n<\/tr>\n | ||||||
| 371<\/td>\n | Use of Sewage Sludge and Copper Slag for Land Reclamation <\/td>\n<\/tr>\n | ||||||
| 379<\/td>\n | Innovative Use of Geomembranes and Recycled Materials in the Closure of a Landfill in the Environmentally Sensitive New Jersey Pinelands Protection Area <\/td>\n<\/tr>\n | ||||||
| 386<\/td>\n | Characterization of Water Treatment Residuals and Their Beneficial Uses <\/td>\n<\/tr>\n | ||||||
| 394<\/td>\n | Chromite Ore Processing Residue Assessment of Brownmillerite and Periclase Hydration in Chromite Ore Processing Residue at Elevated Temperature <\/td>\n<\/tr>\n | ||||||
| 402<\/td>\n | Conversion of Chromium Ore Processing Residue to Chrome Steel <\/td>\n<\/tr>\n | ||||||
| 410<\/td>\n | Current Knowledge on Heaving Mechanisms of Chromite Ore Processing Residue <\/td>\n<\/tr>\n | ||||||
| 418<\/td>\n | Diagenesis of Buried Chrome Ore Processing Residue <\/td>\n<\/tr>\n | ||||||
| 426<\/td>\n | Field Investigation Techniques for Characterization and Delineation of COPR <\/td>\n<\/tr>\n | ||||||
| 434<\/td>\n | Field-Scale Evaluation of In-Situ and Ex-Situ Treatment Technologies for Chromite Ore Processing Residue (COPR) <\/td>\n<\/tr>\n | ||||||
| 442<\/td>\n | Remediation Advances in Remediation Technologies Degradation of Naphthalene in Aqueous Phase of Saturated Ottawa Sand Using Alternating and Direct Currents <\/td>\n<\/tr>\n | ||||||
| 450<\/td>\n | Electrolytic Alkaline Decomposition of a Munition Constituent (RDX) Contaminated Groundwater <\/td>\n<\/tr>\n | ||||||
| 458<\/td>\n | Enhanced Electrokinetic Remediation of Soil Contaminated with Heavy Metals <\/td>\n<\/tr>\n | ||||||
| 466<\/td>\n | Transport and Speciation of Heavy Metals in Soils during Electrokinetic Remediation: Influence of Soil Type and Electric Potential <\/td>\n<\/tr>\n | ||||||
| 474<\/td>\n | Remediation of PCE Contaminated Soil Using Nanoparticles <\/td>\n<\/tr>\n | ||||||
| 482<\/td>\n | Removal and Degradation of Pentachlorophenol in Clayey Soil Using Nanoscale Iron Particles <\/td>\n<\/tr>\n | ||||||
| 490<\/td>\n | Transport of Fe\/Ni Bimetallic Fine Particles through PCE Contaminated Clayey Soil <\/td>\n<\/tr>\n | ||||||
| 498<\/td>\n | Transport of Lactate-Modified Nanoscale Iron Particles in Sand Columns <\/td>\n<\/tr>\n | ||||||
| 506<\/td>\n | Modeling of Cr (VI) Transport and In-Situ Remediation with Nano Scale Irons <\/td>\n<\/tr>\n | ||||||
| 514<\/td>\n | Biodegradation of Phenol-Pb Contaminated Clay Soil <\/td>\n<\/tr>\n | ||||||
| 522<\/td>\n | Bioremediation of Military Area Contaminated by Petroleum Products <\/td>\n<\/tr>\n | ||||||
| 530<\/td>\n | Biosurfactant Flushing of PCE Contaminated Clayey Soil <\/td>\n<\/tr>\n | ||||||
| 538<\/td>\n | Contributions of Xenobiotic-Degrading Bacterial Endophytes to the Field of Phytoremediation <\/td>\n<\/tr>\n | ||||||
| 546<\/td>\n | Biomass, Remediation, Re-Generation (BioReGen Life Project): Reusing Brownfield Sites for Renewable Energy Crops <\/td>\n<\/tr>\n | ||||||
| 554<\/td>\n | Evaluation of Fe(III) Reducing Microorganisms for the Biostabilisation of Chromium in Contaminated Soils <\/td>\n<\/tr>\n | ||||||
| 562<\/td>\n | Fracturing Mechanism in Soils with Three Dimension Stress State <\/td>\n<\/tr>\n | ||||||
| 570<\/td>\n | Remediation of Petroleum-Contaminated Groundwater Using High Carbon Content Fly Ash <\/td>\n<\/tr>\n | ||||||
| 578<\/td>\n | A Laboratory Column Study for Adsorptive Removal of Cadmium by Fly Ash <\/td>\n<\/tr>\n | ||||||
| 582<\/td>\n | Remediation of Lead Contaminated Gypsum Sludge <\/td>\n<\/tr>\n | ||||||
| 590<\/td>\n | Synergistic Coupling of ISCO with SEAR and Bioremediation <\/td>\n<\/tr>\n | ||||||
| 598<\/td>\n | Treating PCB\/Petrochemical-Contaminated Soil with Humic Mineral Concentrates <\/td>\n<\/tr>\n | ||||||
| 606<\/td>\n | Reactive and Hydraulic Vertical Barriers Evaluation of Two Strategies to Enhance the Long-Term Hydraulic Performance of Permeable Reactive Barriers <\/td>\n<\/tr>\n | ||||||
| 614<\/td>\n | Modeling Geochemical and Reactivity Changes of Different Iron Materials <\/td>\n<\/tr>\n | ||||||
| 622<\/td>\n | Passive Reactive Berm to Provide Low Maintenance Lead Containment <\/td>\n<\/tr>\n | ||||||
| 631<\/td>\n | Arrangement and Performance of Permeable Reactive Well (PRW) through Modeling <\/td>\n<\/tr>\n | ||||||
| 639<\/td>\n | Durability Study of Eleven Years Old Cement-Bentonite Cut-Off Wall Material <\/td>\n<\/tr>\n | ||||||
| 647<\/td>\n | Hydraulic Barrier Performance of SBM Cut-Off Wall Constructed by the Trench Cutting and Re-Mixing Deep Wall Method <\/td>\n<\/tr>\n | ||||||
| 655<\/td>\n | Slump Evaluation of Soil-Bentonite Backfill Amended with Activated Carbon <\/td>\n<\/tr>\n | ||||||
| 663<\/td>\n | Strength and Permeability of a Deep Soil Bentonite Slurry Wall <\/td>\n<\/tr>\n | ||||||
| 671<\/td>\n | Reactive Transport in Cut-Off Walls and Implications for Wall Durability <\/td>\n<\/tr>\n | ||||||
| 679<\/td>\n | Solidification and Stabilization of Contaminated Solids Geoenvironmental Characterization to Assess Waste Stabilization\/Solidification Treatment Performance and Sustainability <\/td>\n<\/tr>\n | ||||||
| 687<\/td>\n | In-Situ Deep Soil Mixing for Solidification of Soft Estuarine Sediments\u2014Shear Strength <\/td>\n<\/tr>\n | ||||||
| 695<\/td>\n | Waste Characterization by Leaching and Extraction Procedures <\/td>\n<\/tr>\n | ||||||
| 703<\/td>\n | Field Scale Characterization of Fly Ash Stabilized with Lime and FGD Gypsum <\/td>\n<\/tr>\n | ||||||
| 711<\/td>\n | Leachability of Compacted Aged and Fresh Coal Combustion Fly Ash under Hydraulic Flow Conditions <\/td>\n<\/tr>\n | ||||||
| 719<\/td>\n | Mitigation of Alkali Induced Heave in Rectorite Soil with Fly Ash <\/td>\n<\/tr>\n | ||||||
| 727<\/td>\n | Stabilization of Inorganic Contaminants in Lead Crystal Polishing Sludge <\/td>\n<\/tr>\n | ||||||
| 735<\/td>\n | Application of Two Novel Magnesia-Based Cements in the Stabilization\/Solidification of Contaminated Soils <\/td>\n<\/tr>\n | ||||||
| 743<\/td>\n | Solidification\/Stabilization of PCB-Contaminated Wastewater Treatment Sludges <\/td>\n<\/tr>\n | ||||||
| 751<\/td>\n | Ferrite-Induced Immobilization of Pb-Contaminated Soil and Application of Magnetic Separation <\/td>\n<\/tr>\n | ||||||
| 759<\/td>\n | The Assessment and Remediation of Chromite Ore Processing Residue at Former Disposal Sites, Glasgow, Scotland: Current Status (2007) <\/td>\n<\/tr>\n | ||||||
| 767<\/td>\n | Reductive Treatment of Chromite Ore Processing Residue (COPR): Lessons from a Field Study <\/td>\n<\/tr>\n | ||||||
| 775<\/td>\n | Advancements in the Management of Dredged Material in the State of New Jersey <\/td>\n<\/tr>\n | ||||||
| 783<\/td>\n | Populating a “Dredged Material” Family of Compaction Curves <\/td>\n<\/tr>\n | ||||||
| 791<\/td>\n | Dredged Material Stabilization: The Role of Mellowing on Cured Properties <\/td>\n<\/tr>\n | ||||||
| 799<\/td>\n | Beneficial Reuse of Contaminated Dredge Spoils: Capping of a Harborside Railyard Brownfields Site <\/td>\n<\/tr>\n | ||||||
| 807<\/td>\n | Navigating the Regulatory Environment: Beneficial Use of Dredged Sand in New Bedford Harbor <\/td>\n<\/tr>\n | ||||||
| 815<\/td>\n | Feasibility of Treating Contaminated Dredged Sediments Using Ultrasound with Acoustic and Flow Fields <\/td>\n<\/tr>\n | ||||||
| 823<\/td>\n | Physicochemical Properties of Contaminated Soils Index Properties and Compaction Characteristics of Kerosene Contaminated Clayey Soil <\/td>\n<\/tr>\n | ||||||
| 831<\/td>\n | Immobilizing Arsenic in Contaminated Soil Using Humic Mineral Concentrates <\/td>\n<\/tr>\n | ||||||
| 838<\/td>\n | Volume Change Behavior of Calcitic Soil Influenced with Sulfuric Acid <\/td>\n<\/tr>\n | ||||||
| 846<\/td>\n | Effect of Acid Effluent on the Characterization and Physio-Chemical Behaviour of Clayey and Sandy Soil <\/td>\n<\/tr>\n | ||||||
| 854<\/td>\n | Characteristics of Phosphatic Clay for Immobilizing Heavy Metals <\/td>\n<\/tr>\n | ||||||
| 859<\/td>\n | Evaluation of Ground Movement Due to COPR Expansion <\/td>\n<\/tr>\n | ||||||
| 868<\/td>\n | Indexes Subject Index A B C D E F G H <\/td>\n<\/tr>\n | ||||||
| 869<\/td>\n | I L M N O P Q R S <\/td>\n<\/tr>\n | ||||||
| 870<\/td>\n | T U W X <\/td>\n<\/tr>\n | ||||||
| 872<\/td>\n | Author Index A B C D E F G <\/td>\n<\/tr>\n | ||||||
| 873<\/td>\n | H I J K L <\/td>\n<\/tr>\n | ||||||
| 874<\/td>\n | M N O P Q R S <\/td>\n<\/tr>\n | ||||||
| 875<\/td>\n | T U V W X Y Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" GeoCongress 2008<\/b><\/p>\n |