Ahn, J and Biscontin, G and Roësset, JM (2009) Wave propagation velocity under a vertically vibrated surface foundation. International Journal for Numerical and Analytical Methods in Geomechanics, 33. pp. 1153-1167. ISSN 0363-9061Full text not available from this repository.
The ultimate objective of the research conducted by the authors is to explore the feasibility of determining reliable in situ values of soil modulus as a function of strain. In field experiments, an excitation is applied on the ground surface using large-scale shakers, and the response of the soil deposit is recorded through receivers embedded in the soil. The focus of this paper is on the simulation and observation of signals that would be recorded at the receiver locations under idealized conditions to provide guidelines on the interpretation of the field measurements. Discrete models are used to reproduce one-dimensional and three-dimensional geometries. When the first times of arrival are detected by receivers under the vertical impulse, they coincide with the arrival of the P wave; therefore related to the constrained modulus of the material. If one considers, on the other hand, phase differences between the motions at two receivers, the picture is far more complicated and one would obtain propagation velocities, function of frequency and measuring location, which do not correspond to either the constrained modulus or Young's modulus. It is necessary then to conduct more rigorous and complicated analyses in order to interpret the data. This paper discusses and illustrates these points. Copyright © 2008 John Wiley & Sons, Ltd.
|Uncontrolled Keywords:||Dynamic interaction In situ test Surface foundation Vertical vibration Wave propagation|
|Divisions:||Div D > Geotechnical and Environmental|
|Depositing User:||Unnamed user with email firstname.lastname@example.org|
|Date Deposited:||16 Jul 2015 13:36|
|Last Modified:||10 Oct 2015 00:31|