Porosity is an important state parameter which controls the response of porous materials under both static and dynamic loading. The possibility of determining porosity from direct inversion of VP and VS, which are routinely measured in geophysical prospecting, is appealing. A methodology has been recently proposed and successfully applied to a number of sites and it is based on the apparent insensitivity of porosity on Poisson ratio of the soil skeleton νSK, which is a priori an unknown quantity. So far, however, the functional dependence of porosity on νSK has only marginally been investigated and doubts arise regarding whether the method is always applicable. This study attempts to investigate thoroughly the stability of the inversion of measured VS and VP to estimate porosity and to assess the degree of well-posedness of the procedure for all the combinations of VP and VS relevant in real soils.
Article navigation
April 2012
Research Article|
April 01 2012
Stable inversion of measured VP and VS to estimate porosity in fluid-saturated soils Available to Purchase
C.G. LAI;
C.G. LAI
*
* Department of Structural Mechanics, University of Pavia, Italy.
Search for other works by this author on:
J.G.F. CREMPIEN DE LA CARRERA
J.G.F. CREMPIEN DE LA CARRERA
†
† Department of Earth Science, University of California, Santa Barbara, USA.
Search for other works by this author on:
* Department of Structural Mechanics, University of Pavia, Italy.
† Department of Earth Science, University of California, Santa Barbara, USA.
Publisher: Emerald Publishing
Received:
November 09 2009
Accepted:
August 31 2011
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2012 Thomas Telford Ltd
2012
Geotechnique (2012) 62 (4): 359–364.
Article history
Received:
November 09 2009
Accepted:
August 31 2011
Citation
LAI C, CREMPIEN DE LA CARRERA J (2012), "Stable inversion of measured VP and VS to estimate porosity in fluid-saturated soils". Geotechnique, Vol. 62 No. 4 pp. 359–364, doi: https://doi.org/10.1680/geot.9.P.133
Download citation file:
Suggested Reading
Linking cone penetration resistances measured in calibration chambers and the field
Geotechnique Letters (May,2012)
Undrained cavity expansion analysis with a unified state parameter model for clay and sand
Geotechnique (December,2016)
Seismic harmonic response of inhomogeneous soil: scaling analysis
Geotechnique (March,2020)
Interpretation of static and dynamic penetration tests in coarse-grained soils
Geotechnique Letters (March,2017)
Porosity of fluid-saturated porous media from measured seismic wave velocities
Geotechnique (June,2002)
Related Chapters
Random field characterisation of stress-normalised cone penetration testing parameters
Risk and Variability in Geotechnical Engineering
Dynamics
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Cyclic and dynamic behaviour of a soft pyroclastic rock
Geotechnical Earthquake Engineering: Géotechnique Symposium in Print 2015
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
