| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6447417 | Journal of Applied Geophysics | 2011 | 9 Pages |
Abstract
⺠I devise a new analytical relationship to determine the porosity of water-saturated soils using shear modulus and Poisson's ratio calculated from seismic velocities. ⺠This relationship indicates that when the shear modulus of water-saturated loose soil increases, porosity decreases logarithmically. ⺠If shear modulus increases in dense or solid saturated soils, porosity decreases linearly.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geophysics
Authors
Osman Uyanık,