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Landslide Early
Warning System
Wyatt Bartlett- UH Manoa
John Nihi- UH Manoa
Melia Iwamoto - Graduate Student Advisor
Phillip Ooi - Faculty Advisor
UH Mānoa Geotechnical Engineering Lab
Overview
1. Objectives
2. Project Locations
3. Field Instrumentation
4. Lab Methods
5. Results
6. Discussion of Findings
7. Summary & Conclusions
Objectives
1. Soil Characterization
• Hydrometer (standard) vs.
Laser Diffraction (new)
2. Suction Characterization
• SWCC = w% vs. suction
• Theoretical vs. Lab vs. Field
Create more accurate slope stability models for Hawaii DOT
Project Locations
Likelike Highway Pali Highway
Monitoring Instruments
• Inclinometer – Lateral Displacement
• Tensiometer – Suction
• Water content sensors – Water content
• Rain gage - Precipitation
Datalogger
• Program collection frequency
• Collects data remotely
• Powered by solar energy
Lab Methods
1. Grain Size Distribution
• Wet Sieve and Hydrometer (Conventional)
• Laser Diffraction (New and being studied)
2. Soil Water Characteristic Curve
• Pressure Plate - Lab
• VSA (Vapor Sorption Analyzer) - Lab
• Tensiometers - Field
• SoilVision - Theory
Grain Size Distribution
Hydrometer Laser DiffractionWet Sieve
4 days 15 minutes1 day
Suction in the Lab
Pressure Plate Vapor Sorption Analyzer
Suction in the Field
• Tensiometer to measure suction
Results - Grain Size Distribution
0
10
20
30
40
50
60
70
80
90
100
0.000010.00010.0010.010.1110
%Passing
Diameter (mm)
Wet Sieve and Hydrometer vs. Laser Diffraction
Horiba4 Hydrometer4
Discussion of Findings
Hydrometer vs. Laser Diffraction
• Compared to Di Stefano, et al. (2010)
Di Stefano, C., et al. (2010) Comparison between grain-size analyses using laser diffraction and sedimentation methods. Biosystems Engineering 106 (2010) 205-215
Results - Suction
0%
5%
10%
15%
20%
25%
30%
35%
40%
45%
50%
1 10 100 1000 10000 100000 1000000
GravimetricWaterContent
Suction (kPa)
Soil Water Characteristic Curve
Soil Vision (B2-11)
Measured (Field MPS-6)
Measured (Lab - VSA)
Measured (Lab - PP)
Summary and Conclusions
Grain Size Analysis
• Laser diffraction provides a reasonable estimate of the
soil grain size distribution compared to wet sieve and
hydrometer tests
Soil Water Characteristic Curve
• Suction measurements in the lab matches well with
those in the field
• They also match well with theoretical curves
These findings will be useful in development of the LEWS
Acknowledgements
• Special thanks to:
• NSF SEE 3 Program
• Melia Iwamoto
• Marica Ottorogram
• Phillip Ooi
• Yogi Kwong Engineers
• HDOT
Q & A
References
• Di Stefano, C., et al. (2010) Comparison between
grain-size analyses using laser diffraction and
sedimentation methods. Biosystems Engineering
106 (2010) 205-215
• Jotisankasa, A. and Vathananukij, H. (2008)
Investigation of soil moisture characteristics of
landslide-prone slopes in Thailand. International
Conference on Management of Landslide Hazard
in the Asia-Pacific Region

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Landslide Early Warning System - Wyatt Bartlett and John Nihi

  • 1. Landslide Early Warning System Wyatt Bartlett- UH Manoa John Nihi- UH Manoa Melia Iwamoto - Graduate Student Advisor Phillip Ooi - Faculty Advisor UH Mānoa Geotechnical Engineering Lab
  • 2. Overview 1. Objectives 2. Project Locations 3. Field Instrumentation 4. Lab Methods 5. Results 6. Discussion of Findings 7. Summary & Conclusions
  • 3. Objectives 1. Soil Characterization • Hydrometer (standard) vs. Laser Diffraction (new) 2. Suction Characterization • SWCC = w% vs. suction • Theoretical vs. Lab vs. Field Create more accurate slope stability models for Hawaii DOT
  • 5. Monitoring Instruments • Inclinometer – Lateral Displacement • Tensiometer – Suction • Water content sensors – Water content • Rain gage - Precipitation
  • 6. Datalogger • Program collection frequency • Collects data remotely • Powered by solar energy
  • 7. Lab Methods 1. Grain Size Distribution • Wet Sieve and Hydrometer (Conventional) • Laser Diffraction (New and being studied) 2. Soil Water Characteristic Curve • Pressure Plate - Lab • VSA (Vapor Sorption Analyzer) - Lab • Tensiometers - Field • SoilVision - Theory
  • 8. Grain Size Distribution Hydrometer Laser DiffractionWet Sieve 4 days 15 minutes1 day
  • 9. Suction in the Lab Pressure Plate Vapor Sorption Analyzer
  • 10. Suction in the Field • Tensiometer to measure suction
  • 11. Results - Grain Size Distribution 0 10 20 30 40 50 60 70 80 90 100 0.000010.00010.0010.010.1110 %Passing Diameter (mm) Wet Sieve and Hydrometer vs. Laser Diffraction Horiba4 Hydrometer4
  • 12. Discussion of Findings Hydrometer vs. Laser Diffraction • Compared to Di Stefano, et al. (2010) Di Stefano, C., et al. (2010) Comparison between grain-size analyses using laser diffraction and sedimentation methods. Biosystems Engineering 106 (2010) 205-215
  • 13. Results - Suction 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 1 10 100 1000 10000 100000 1000000 GravimetricWaterContent Suction (kPa) Soil Water Characteristic Curve Soil Vision (B2-11) Measured (Field MPS-6) Measured (Lab - VSA) Measured (Lab - PP)
  • 14. Summary and Conclusions Grain Size Analysis • Laser diffraction provides a reasonable estimate of the soil grain size distribution compared to wet sieve and hydrometer tests Soil Water Characteristic Curve • Suction measurements in the lab matches well with those in the field • They also match well with theoretical curves These findings will be useful in development of the LEWS
  • 15. Acknowledgements • Special thanks to: • NSF SEE 3 Program • Melia Iwamoto • Marica Ottorogram • Phillip Ooi • Yogi Kwong Engineers • HDOT
  • 16. Q & A
  • 17. References • Di Stefano, C., et al. (2010) Comparison between grain-size analyses using laser diffraction and sedimentation methods. Biosystems Engineering 106 (2010) 205-215 • Jotisankasa, A. and Vathananukij, H. (2008) Investigation of soil moisture characteristics of landslide-prone slopes in Thailand. International Conference on Management of Landslide Hazard in the Asia-Pacific Region