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  • Projects
    • Research Facilities
    • Ongoing Research Projects
      • Mississippi River Delta Transition Initiative (MissDelta)
      • CAREER Climate Resilient Landslide Repair on Expansive Soil using Yazoo Cla
      • Green Landslide Repair using Deep Rooted Vetiver Grass for MDOT
      • LEAP-HI: A Data Driven Fragility Framework for Risk Assessment of Levee Bre
      • Detection of Large Scale Soil Moisture Content, Pore Water Pressure and Mat
      • Advanced Landslide Investigation Protocol using Geophysical Testing
    • What we've accomplished
      • Stabilization of Airfield Pavement Subgrade using Recycled Plastic Pin
      • Bio-inspired Stabilization of Levee slope on Expansive yazoo clay at the ma
      • Performance Evaluation of Highway Slopes on Yazoo Clay
      • Effect of Permeability Variation of Expansive Yazoo Clay at the Maritime an
      • Development of a design protocol: Sustainable stabiliozation of slope using
      • Evaluation of Helical Piles in Expansive Soil
      • Advanced Landslide Investigation Protocol using Geophysical Testing
      • Investigation of the moisture variation at Pavement Subgrade on Expansive s
      • Effect of swell-shrink Characteristics on Landslides in Yazoo Clay
      • NSF Convergence Accelerator Track K: COMPASS: Comprehensive Prediction, Ass
  • Publications
  • Contact Us
 
  • Home
  • About Us
  • Awards
  • Activities & News
  • Projects
    • Research Facilities
    • Ongoing Research Projects
      • Mississippi River Delta Transition Initiative (MissDelta)
      • CAREER Climate Resilient Landslide Repair on Expansive Soil using Yazoo Cla
      • Green Landslide Repair using Deep Rooted Vetiver Grass for MDOT
      • LEAP-HI: A Data Driven Fragility Framework for Risk Assessment of Levee Bre
      • Detection of Large Scale Soil Moisture Content, Pore Water Pressure and Mat
      • Advanced Landslide Investigation Protocol using Geophysical Testing
    • What we've accomplished
      • Stabilization of Airfield Pavement Subgrade using Recycled Plastic Pin
      • Bio-inspired Stabilization of Levee slope on Expansive yazoo clay at the ma
      • Performance Evaluation of Highway Slopes on Yazoo Clay
      • Effect of Permeability Variation of Expansive Yazoo Clay at the Maritime an
      • Development of a design protocol: Sustainable stabiliozation of slope using
      • Evaluation of Helical Piles in Expansive Soil
      • Advanced Landslide Investigation Protocol using Geophysical Testing
      • Investigation of the moisture variation at Pavement Subgrade on Expansive s
      • Effect of swell-shrink Characteristics on Landslides in Yazoo Clay
      • NSF Convergence Accelerator Track K: COMPASS: Comprehensive Prediction, Ass
  • Publications
  • Contact Us
  • More
    • Home
    • About Us
    • Awards
    • Activities & News
    • Projects
      • Research Facilities
      • Ongoing Research Projects
        • Mississippi River Delta Transition Initiative (MissDelta)
        • CAREER Climate Resilient Landslide Repair on Expansive Soil using Yazoo Cla
        • Green Landslide Repair using Deep Rooted Vetiver Grass for MDOT
        • LEAP-HI: A Data Driven Fragility Framework for Risk Assessment of Levee Bre
        • Detection of Large Scale Soil Moisture Content, Pore Water Pressure and Mat
        • Advanced Landslide Investigation Protocol using Geophysical Testing
      • What we've accomplished
        • Stabilization of Airfield Pavement Subgrade using Recycled Plastic Pin
        • Bio-inspired Stabilization of Levee slope on Expansive yazoo clay at the ma
        • Performance Evaluation of Highway Slopes on Yazoo Clay
        • Effect of Permeability Variation of Expansive Yazoo Clay at the Maritime an
        • Development of a design protocol: Sustainable stabiliozation of slope using
        • Evaluation of Helical Piles in Expansive Soil
        • Advanced Landslide Investigation Protocol using Geophysical Testing
        • Investigation of the moisture variation at Pavement Subgrade on Expansive s
        • Effect of swell-shrink Characteristics on Landslides in Yazoo Clay
        • NSF Convergence Accelerator Track K: COMPASS: Comprehensive Prediction, Ass
    • Publications
    • Contact Us

Mississippi River Delta Transition Initiative (MissDelta)

CAREER: Climate Resilient Landslide Repair on Expansive Soil Using Vetiver Grass

LEAP-HI: A data driven Fragility Framework for Risk Assessment of Levee Breach

Green Landslide Repair using Deep Rooted Vetiver Grass for MDOT

Detection of Large-Scale Soil Moisture Content, Pore Water Pressure and Matric Suction Using Electrical Resistivity Imaging Technique

PAST PROJECTS

NSF Convergence Accelerator Track K: COMPASS: Comprehensive Prediction,

Assessment, and Equitable Solutions for Storm-Induced Contamination of Freshwater Systems

Advanced Landslide Investigation Protocol using Geophysical Testing

Bio-Inspired Stabilization of Levee Slope on Expansive Yazoo Clay at the Maritime and Multimodal Transportation Infrastructure in Mississippi

Performance Evaluation of Highway Slopes on Yazoo Clay

Effect of Permeability Variation of Expansive Yazoo Clay at the Maritime and Multimodal Transportation Infrastructure in Mississippi

Development of a Design Protocol: Sustainable Stabilization of Slope Using Recycled Plastic Pin in Mississippi

Evaluation of Helical Piles in Expansive Soil

Stabilization of Airfield Pavement Subgrade using Recycled Plastic Pin

Investigation of the Moisture Variation at Pavement Subgrade on Expansive Soil

Effect of Swell-Shrink Characteristics on Landslides in Yazoo Clay

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