DocumentCode :
1050345
Title :
Recent trends in underwater in-situ soil testing
Author :
Dayal, Umesh
Author_Institution :
D´´Appolonia Consulting Engineers, Inc., Pittsburgh, PA, USA
Volume :
3
Issue :
4
fYear :
1978
fDate :
10/1/1978 12:00:00 AM
Firstpage :
176
Lastpage :
186
Abstract :
It is recognized that currently available underwater soil sampling techniques provide a disturbed sample for laboratory analysis, especially for shear strength testing which is a useful parameter in designing and assessing the behavior of offshore structures. Test results have indicated that the ratio of in-situ vane to laboratory vane strengths varies from one to more than three. Hence, measurement of the soil strength properties in situ is suggested as a means of enhanqing data quality. Available significant information concerning the recent trends in underwater in-situ soil testing has been summarized. There are a number of underwater activities such as pipeline projects, cable installation, harbor dredging, and light underwater installations, which require investigation of the properties of near-surface deposits only. Among the shallow penetration in-situ testing tools available, free falling type of dynamic penetrometer, and submersible platforms equipped with a cone penetrometer or vane testing device (such as DOTIPOS) show greatest promise. In conclusion, there are three primary methods for collecting geotechnical information from an offshore site, namely: interpretation of acoustic records, sampling and laboratory testing, and in-situ testing. Each method has its own particular advantages and limitations and it is usually best to employ all three methods and correlate the results to gain optimum information return.
Keywords :
Sea floor; Blades; Laboratories; Oceans; Sampling methods; Sea floor; Sea measurements; Soil; Testing; Underwater vehicles; Water storage;
fLanguage :
English
Journal_Title :
Oceanic Engineering, IEEE Journal of
Publisher :
ieee
ISSN :
0364-9059
Type :
jour
DOI :
10.1109/JOE.1978.1145400
Filename :
1145400
Link To Document :
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