Vibrational characteristics of soil deposits with variable wave velocity
โ Scribed by Professor George Gazetas
- Publisher
- John Wiley and Sons
- Year
- 1982
- Tongue
- English
- Weight
- 922 KB
- Volume
- 6
- Category
- Article
- ISSN
- 0363-9061
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
The dynamic response of an inhomogeneous, linearelastic half-space to a time-harmonic vertical line load on its surface is studied. The mass density and the Poisson's ratio are assumed to be constant and the shear modulus to increase continuously with depth according to a function which is bounded a
This paper describes the velocity distribution characteristics of a spent beam in a traveling-wave tube equipped with a velocity taper at the output section of a slow-wave circuit. It is shown that the spent beam contains both electrons not synchronized with the velocity taper and electrons synchron
## Abstract Field experiments at Tiramoana station 30 km north of Christchurch, New Zealand using an erosion plot 16ยท5 m long, 0ยท6 m wide, and with a slope of 14โ14ยท5ยฐ on rendzina soil aimed to measure the variability of flow velocity and of soil aggregates transport rate in shallow overland flow.
Vibrations generated during civil engineering work are often dominated by prominent surface waves, the propagation of which is strongly influenced by site conditions. The effects of soil properties on the shape, amplitude and duration of Rayleigh waves are shown from synthetic seismograms. Surface