Chapter
Jun 20, 2012
Effects of Permeability on Liquefaction Resistance and Cone Resistance
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
Sands and silty sands with the same liquefaction resistance can have significantly different hydraulic conductivity and coefficient of consolidation. Numerical simulations of cone penetration resistance taking into account the effects of silt content and consolidation characteristics show that the penetration resistances are significantly affected by consolidation characteristics for sands and sand-silt mixes with similar liquefaction resistances. The influence of permeability and consolidation characteristics on cone penetration resistances are presented. Relationships between liquefaction resistance, cone penetration resistance, and a normalized penetration rate are presented and compared with current field-based CPT-liquefaction screening methods.
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Information
Published In
Geotechnical Earthquake Engineering and Soil Dynamics IV
Pages: 1 - 11
Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
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ASCE Technical Topics:
- Conical bodies
- Consolidated soils
- Design (by type)
- Engineering fundamentals
- Geomechanics
- Geometry
- Geotechnical engineering
- Geotechnical investigation
- Load and resistance factor design
- Load factors
- Mathematics
- Penetration tests
- Permeability (soil)
- Silt
- Soil liquefaction
- Soil mechanics
- Soil properties
- Soils (by type)
- Structural design
Authors
Affiliations
Associate Professor, University at Buffalo, State University of New York, Buffalo, NY 14260. E-mail: [email protected]
Graduate student, University at Buffalo, State University of New York, Buffalo, NY 14260. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.