All Stories

  1. Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt
  2. Soil stabilization with microbially induced desaturation and precipitation (MIDP) by denitrification: a field study
  3. Nanomechanical Characterization of Enzyme Induced Carbonate Precipitates
  4. Numerical study of strain development in high-density polyethylene geomembrane liner system in landfills using a new constitutive model for municipal solid waste
  5. Evaluation of microstructural strength of bio-cemented sand crust using rheometry
  6. Effects of Enzyme and Microbially Induced Carbonate Precipitation Treatments on the Response of Axially Loaded Pervious Concrete Piles
  7. Longevity of Raw and Lyophilized Crude Urease Extracts
  8. A constitutive model for municipal solid waste considering mechanical creep and biodegradation-induced compression
  9. Variability in the Unconfined Compressive Strength of EICP-Treated “Standard” Sand
  10. Newmark Analysis of Lateral Spreading Induced by Liquefaction
  11. Discrete element method simulation of triaxial tests on biocemented sand
  12. Factors Controlling MIDP via denitrification
  13. Baseline Investigation on Enzyme-Induced Calcium Carbonate Precipitation
  14. Desaturation via Biogenic Gas Formation as a Ground Improvement Technique
  15. Centrifuge Model Testing of Liquefaction Mitigation via Denitrification-Induced Desaturation
  16. EICP Treatment of Soil by Using Urease Enzyme Extracted from Watermelon Seeds
  17. Sisal Fiber Reinforcement of EICP-Treated Soil
  18. The Effect of Desaturation on the Static and Cyclic Mechanical Response of Dense Sand
  19. Viscosity-Enhanced EICP Treatment of Soil
  20. Development of a numerical model for performance-based design of geosynthetic liner systems
  21. MIDP: Liquefaction Mitigation via Microbial Denitrification as a Two-Stage Process. I: Desaturation
  22. MIDP: Liquefaction Mitigation via Microbial Denitrification as a Two-Stage Process. II: MICP
  23. Large scale centrifuge test of a geomembrane-lined landfill subject to waste settlement and seismic loading
  24. Experimental evaluation of HDPE geomembrane seam strain concentrations
  25. Bio-Grout Materials: A Review
  26. Bio-Inspired Soil Improvement Using EICP Soil Columns and Soil Nails
  27. 3D DEM Simulations of Drained Triaxial Compression of Sand Strengthened Using Microbially Induced Carbonate Precipitation
  28. Mineralogy of Calcium Carbonate in MICP-Treated Soil Using Soaking and Injection Treatment Methods
  29. Biomimetic Hydrogel Composites for Soil Stabilization and Contaminant Mitigation
  30. Enhancing the Axial Compression Response of Pervious Concrete Ground Improvement Piles Using Biogrouting
  31. Hydrogel-Assisted Enzyme-Induced Carbonate Mineral Precipitation
  32. A Stoichiometric Model for Biogeotechnical Soil Improvement
  33. Dynamic Properties of Municipal Solid Waste from a Dump Site in Delhi, India
  34. Carbonate Mineral Precipitation for Soil Improvement Through Microbial Denitrification
  35. Enzyme-induced carbonate mineral precipitation for fugitive dust control
  36. Mechanical Behavior of Sands Treated by Microbially Induced Carbonate Precipitation
  37. Empirical Model for Shear Wave Velocity of Municipal Solid Waste In Situ
  38. Stiffness and Dilatancy Improvements in Uncemented Sands Treated through MICP
  39. Seismic Source Characterization for Greater Phoenix Area Earthquake Hazard
  40. Enzyme Induced Carbonate Precipitation (EICP) Columns for Ground Improvement
  41. Mitigation of Earthquake-Induced Liquefaction via Microbial Denitrification: A Two-Phase Process
  42. Undrained Response of Municipal Solid Waste Collected from a Waste Site in Delhi, India
  43. Performance Based Design for Seismic Design of Geosynthetics-Lined Waste Containment Systems
  44. 11th Peck Lecture: Predesign Geotechnical Investigation for the OII Superfund Site Landfill
  45. Biogeochemical processes and geotechnical applications: progress, opportunities and challenges
  46. Effect of flow boundaries on two physical characteristics of geosynthetic drains
  47. Laminar and non-laminar flow in geosynthetic and granular drains
  48. Compositional effects on the dynamic properties of municipal solid waste
  49. Carbonate Mineral Precipitation for Soil Improvement through Microbial Denitrification
  50. Seismic Analysis of a Geosynthetic Liner System
  51. In-Situ Measurements of MSW Properties
  52. Closure to “Shear Strength of Municipal Solid Waste” by J. D. Bray, D. Zekkos, E. Kavazanjian Jr., G. A. Athanasopoulos, and M. F. Riemer
  53. Physical Characterization of Municipal Solid Waste for Geotechnical Purposes
  54. Preliminary feasibility study on the use of mono-disposal landfills for e-waste as temporary storage for future mining
  55. Shear Strength of Municipal Solid Waste
  56. Development of a sustainability assessment model for underground infrastructure projects
  57. Environmental, Social, and Economic Implications of Global Reuse and Recycling of Personal Computers
  58. Consolidation of a Double-Layered Compressible Foundation Partially Penetrated by Deep Mixed Columns
  59. Sustainability review of the international reverse chain for reuse and recycling of computers
  60. Recent Findings on the Static and Dynamic Properties of Municipal Solid Waste
  61. The Impact of Degradation on MSW Shear Strength
  62. Secondary Compression Features of Jiangsu Soft Marine Clay
  63. Unit Weight of Municipal Solid Waste
  64. Waste Mechanics: Recent Findings and Unanswered Questions
  65. Seismic Response of a Composite Landfill Cover
  66. Unsaturated Flow Flux Assessment for Evapotranspirative Cover Compliance
  67. CPT-based seismic stability assessment of a hazardous waste site
  68. Reconnaissance of the July 10, 2000, Payatas Landfill Failure
  69. Prediction of the Performance of a Geogrid-Reinforced Slope Founded on Solid Waste
  70. Municipal Solid Waste Slope Failure. I: Waste and Foundation Soil Properties
  71. Geoenvironmental Performance Monitoring
  72. Performance of Solid Waste Landfills in Earthquakes
  73. Cyclic Characterization of OII Landfill Solid Waste
  74. Newmark Seismic Deformation Analysis for Geosynthetic Covers
  75. Discussion of “ Dynamic Interface Shear Strength Properties of Geomembranes and Geotextiles ” by M. K. Yegian and A. M. Lahlaf (May 1992, Vol. 118, No. 5)
  76. A virtual surface concept for nested yield surface plasticity
  77. Reduction factor for liquefaction potential analysis
  78. Double‐Yield‐Surface Cam‐Clay Plasticity Model. I: Theory
  79. Double‐Yield‐Surface Model. II: Implementation and Verification
  80. Pore Pressure Development During Non-Uniform Cyclic Loading
  81. Closure to “ Seismic Stability of Gentle Infinite Slopes ” by Tarik Hadj‐Hamou and Edward Kavazanjian, Jr. (June 1985, Vol. 111, No. 6)
  82. Closure to “ Time Dependence of Lateral Earth Pressure ” by Edward Kavazanjian, Jr., and James K. Mitchell (April, 1984)
  83. A constitutive model for the stress–strain–time behaviour of ‘wet’ clays
  84. RMS acceleration hazard for San Francisco
  85. Seismic Stability of Gentle Infinite Slopes
  86. Liquefaction Potential Mapping for San Francisco
  87. Time Dependence of Lateral Earth Pressure