Cone Penetration Resistance Variation with Time after Blast Liquefaction Testing
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
Blast liquefaction testing was used to evaluate the effectiveness of vertical drains in preventing liquefaction. As part of the study, settlements associated with drain installation and blasting were measured. In addition, CPT soundings were made before and after drain installation and at 1, 2, 4, and 8 weeks after blasting. Drains installed with high vibration produced 350 mm of settlement while drains installed with low vibration produced only 100 mm of settlement. Despite the settlement, CPT soundings 3 to 5 days after drain installation showed decreases of 66% to 50% in the cone resistance at the low and high vibration test areas, respectively. In contrast, 13 days after drain installation and 7 days after blasting, which produced another 300 to 400 mm of settlement, the cone tip resistance was 30% to 60% higher than prior to treatment. Although there was some evidence of increased penetration resistance at times greater than 7 days, the trends were inconsistent.
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Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
ASCE Technical Topics:
- Blasting effects
- Conical bodies
- Continuum mechanics
- Design (by type)
- Drainage
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Geomechanics
- Geometry
- Geotechnical engineering
- Geotechnical investigation
- Irrigation engineering
- Load and resistance factor design
- Load factors
- Mathematics
- Motion (dynamics)
- Penetration tests
- Soil dynamics
- Soil liquefaction
- Soil mechanics
- Soil properties
- Soil stabilization
- Solid mechanics
- Structural design
- Structural dynamics
- Vibration
- Water and water resources
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