The use of surface waves in the determination of ground stiffness profiles
Matthews, M.C., Hope, V.S. and Clayton, C.R.I. (1996) The use of surface waves in the determination of ground stiffness profiles. Proceedings of the ICE - Geotechnical Engineering, 119, (2), 84-95. (doi:10.1680/igeng.1996.28168).
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Weak rocks display a more linear stress-strain behaviour and hence the loss of stiffness with increasing strain is much less than for most soils. 3. The measurement of stiffness using seismic methods relies on the propagation of elastic waves through the ground. When a hammer strikes the ground, two types of elastic wave are generated body waves and surface waves. Body waves comprise compressional (or P) waves and slower shear (or S) waves, both of which propagate into the ground...
|Digital Object Identifier (DOI):||doi:10.1680/igeng.1996.28168|
|Subjects:||T Technology > TA Engineering (General). Civil engineering (General)
Q Science > QC Physics
Q Science > QE Geology
|Divisions:||University Structure - Pre August 2011 > School of Civil Engineering and the Environment
|Date Deposited:||11 Mar 2010|
|Last Modified:||27 Mar 2014 18:53|
|RDF:||RDF+N-Triples, RDF+N3, RDF+XML, Browse.|
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