Estimation of Stress History by Partial Piezocone Dissipation Tests
Publication: Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support
Abstract
In a Piezocone Penetration Test (PCPT or CPTu), the probe can be stopped at a desired depth during penetration, and the excess pore pressure generated around the cone can be measured as dissipating ut versus time, t. Using the rate of dissipation, it is possible to estimate the value of the soil deposit's coefficient of consolidation and thereby determine changes in hydraulic conductivity. Theoretically the dissipation is complete as ut approaches in-situ equilibrium pore pressure, u0. In fine-grained soils time required for complete dissipation or even 50% dissipation maybe very long, making the test impractical. The in-situ (equilibrium) pore pressure, u0, can be estimated from a partial dissipation record requiring a shorter dissipation, by extrapolating the measured ut data on an inverse time scale (i.e. ut against l/t). Based on this partial dissipation test, the stress history (or the status of the consolidation) of the soil deposit can be evaluated. However, no case study has been reported in open literature where the extrapolation method has been applied to estimate unknown stress history of soil deposits. In this paper, this methodology was applied to a dredge disposal area to obtain soil parameters related to stress history as well as soil deformation due to consolidation.
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Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Consolidated soils
- Continuum mechanics
- Deformation (mechanics)
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Field tests
- Geomechanics
- Geotechnical engineering
- Geotechnical investigation
- Measurement (by type)
- Penetration tests
- Pore pressure
- Pressure (type)
- Pressure measurement
- Soil deformation
- Soil mechanics
- Soil properties
- Soil stress
- Soils (by type)
- Solid mechanics
- Stress (by type)
- Stress history
- Structural analysis
- Structural engineering
- Structural mechanics
- Tests (by type)
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