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Temperature-Compensated Cone Penetration Test Mini-Cone Using Fiber Optic Sensors

Authors
Kim, RaehyunLee, WoojinLee, Jong-Sub
Issue Date
5월-2010
Publisher
AMER SOC TESTING MATERIALS
Keywords
cone penetrometer; fiber Bragg grating; fiber optic sensor; layer detection; penetrometer scale; temperature compensation
Citation
GEOTECHNICAL TESTING JOURNAL, v.33, no.3, pp.243 - 252
Indexed
SCIE
SCOPUS
Journal Title
GEOTECHNICAL TESTING JOURNAL
Volume
33
Number
3
Start Page
243
End Page
252
URI
https://scholar.korea.ac.kr/handle/2021.sw.korea/116501
ISSN
0149-6115
Abstract
The mechanical properties obtained by using a strain gauge are influenced by the temperature change that occurs due to the electrical resistance change of the strain gauge and cable. The temperature change, which occurs during cone penetration testing, can produce an unreliable cone tip resistance. Several types of cone penetrometers with diameters ranging from 1 to 7 mm are developed by using fiber Bragg grating (FBG) sensors for the temperature compensation. The design concerns include the configuration, active and temperature sensor installation, and calibration. FBG active sensors monitor both the tip resistance and the temperature change, while the FBG temperature transducer only measures the temperature change. The experimental studies show that the tip resistance estimated by strain gauges is affected by the temperature change in both full and half Wheatstone bridges, but the tip resistance determined by the FBG sensors is independent of the temperature change. The tip resistances determined by the strain gauges and the FBG sensors are reliable after the temperature is compensated for. This study demonstrates that by using FBG sensors, cone penetrometers produce a more reliable cone tip resistance.
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LEE, Jong Sub
공과대학 (건축사회환경공학부)
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