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JOURNAL HOME HELP CONTACT PUBLISHER SUBSCRIBE ARCHIVE SEARCH TABLE OF CONTENTS

Journal of Environmental & Engineering Geophysics; June 2005; v. 10; issue. p. 67-72; DOI: 10.2113/JEEG10.2.67a
© 2005 Environmental & Engineering Geophysical Society
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Questionnaire Results

The first 20% of the full text of this article appears below.

A total of 16 people responded, comprising 7 from Europe, 6 from North America and 3 from Asia-Australia. Only 2 were purely commercial operators, with 13 from research institutions and one person doing both. Of course, a larger, more balanced commercial versus academic participation would have been desirable. Both commercial operators purchased both hardware and software. Of the researchers, all but two developed their own analysis and inversion software, but only one developed both hardware and software in-house. Selected results are now presented statistically and verbatim in tables.

Tables 1 to 3 show the comments received with respect to the questions on practical applications and limitations. Table 1 shows the broad range of field methods and depth penetration achieved with surface wave surveys. In Table 2, it appears that gross, site stiffness evaluation, down to about 20 m maximum depth, is the most common successful application of seismic surface waves. As seen in Table 3, half of the contributors preferred not to give figures on estimated model accuracy with depth, suggesting the strong site-dependency of results.


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Table 1 Results for question 4: ‘What is the usual acquisition-processing method you apply and maximum depths you can regularly achieve with: A. Active source (impulse/sweep/continuous; linear spread) and/or B. Passive source (spatial array)?’

 

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Table 3 Results for question 5: ‘What do you consider the accuracy (and depth ranges) of inverted layered models?’ Note: Unless otherwise stated, surface wave method is active-source, linear spread.

 

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Table 2 Results for question 3: ‘In which environments/conditions/applications has surface wave surveying been for you: A. Highly successful, B. Completely failed, and C. Ambiguous or inconclusive?’ Note: Unless otherwise stated, the surface wave method used by the respondent is active-source with a linear spread.

 
Figure 1 shows that dispersion images (for phase velocity measurement) and inverted results are considered the most vital datasets . . . [Full Text of this Article]







JOURNAL HOME HELP CONTACT PUBLISHER SUBSCRIBE ARCHIVE SEARCH TABLE OF CONTENTS
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