4.7 Article

Effects of site stiffness and source to receiver distance on surface wave tests' results

Journal

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
Volume 77, Issue -, Pages 71-82

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.soildyn.2015.04.022

Keywords

Dispersion; Non-destructive testing; Rayleigh wave; Shear wave velocity; Surface wave tests

Funding

  1. Department of Science and Technology, India [SR/S3/MERC/072/2010]
  2. Department of Atomic Energy, BRNS, India [2012/36/22-BRNS/1589]

Ask authors/readers for more resources

By using six 4.5 Hz geophones, surface wave tests were performed on four different sites by dropping freely a 65 kg mass from a height of 5 m. The receivers were kept far away from the source to eliminate the arrival of body waves. Three different sources to nearest receiver distances (S), namely, 46 m, 56 m and 66 m, were chosen. Dispersion curves were drawn for all the sites. The maximum wavelength (lambda(max)), the maximum depth (d(max)) up to which exploration can be made and the frequency content of the signals depends on the site stiffness and the value of S. A stiffer site yields greater values of lambda(max) and d(max). For stiffer sites, an increase in S leads to an increase in lambda(max). The predominant time durations of the signals increase from stiffer to softer sites. An inverse analysis was also performed based on the stiffness matrix approach in conjunction with the maximum vertical flexibility coefficient of ground surface to establish the governing mode of excitation. For the Site 2, the results from the surface wave tests were found to compare reasonably well with that determined on the basis of cross boreholes seismic tests. (C) 2015 Elsevier Ltd. All rights reserved.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available