TY - JOUR
T1 - Crack detection in pillars using infrared thermographic imaging
AU - Seo, H.
AU - Choi, H.
AU - Park, J.
AU - Park, J.
AU - Lee, I. M.
N1 - Funding Information:
This research is supported by the Korea Agency for Infrastructure Technology Advancement (KAIA) under the Ministry of Land, Transport and Maritime Affairs in Korea [Project No. 13SCIP-B066321-01 (Development of Key Subsea Tunnelling Technology)], and by the Basic Science Research Program through the National Research Foundation of Korea (NRF), which is funded by the Ministry of Education (No. 2013R1A6A3A03059659)
Funding Information:
This research is supported by the Korea Agency for Infrastructure Technology Advancement (KAIA) under the Ministry of Land, Transport and Maritime Affairs in Korea [Project No. 13SCIPB066321- 01 (Development of Key Subsea Tunnelling Technology)], and by the Basic Science Research Program through the National Research Foundation of Korea (NRF), which is funded by the Ministry of Education (No. 2013R1A6A3A03059659).
Publisher Copyright:
© 2017 by ASTM International.
PY - 2017/5
Y1 - 2017/5
N2 - In this paper, we describe a series of crack-detection tests on scale models of cavern supported by pillars performed in the laboratory to find out where and when crack initiation occurs. Crack initiation was detected by two different methods, thermographic camera imaging and strain-gauge measurements, and comparisons were drawn. For the crackdetection test, three physical models of pillars were made out of gypsum with different pillar widths (25 mm, 50 mm, and 100 mm). When cracks begin to develop in the pillar models, a thermographic camera can detect temperature changes around the cracks that are induced by friction at the contact areas. Whereas the strain-gauge measurement indicates only local strains, the thermographic imaging can cover overall strain variations. The authors did not correlate the increase in temperature variations with strain. With the 50-mm and 100-mm pillar widths in the laboratory test, the crack-induced failure naturally occurred in three steps: (1) first crack initiation, (2) crack propagation, and (3) failure. But for the 25-mm pillar width, the crack-induced failure occurred immediately after the first crack initiation; propagation was not observed.
AB - In this paper, we describe a series of crack-detection tests on scale models of cavern supported by pillars performed in the laboratory to find out where and when crack initiation occurs. Crack initiation was detected by two different methods, thermographic camera imaging and strain-gauge measurements, and comparisons were drawn. For the crackdetection test, three physical models of pillars were made out of gypsum with different pillar widths (25 mm, 50 mm, and 100 mm). When cracks begin to develop in the pillar models, a thermographic camera can detect temperature changes around the cracks that are induced by friction at the contact areas. Whereas the strain-gauge measurement indicates only local strains, the thermographic imaging can cover overall strain variations. The authors did not correlate the increase in temperature variations with strain. With the 50-mm and 100-mm pillar widths in the laboratory test, the crack-induced failure naturally occurred in three steps: (1) first crack initiation, (2) crack propagation, and (3) failure. But for the 25-mm pillar width, the crack-induced failure occurred immediately after the first crack initiation; propagation was not observed.
KW - Cavern
KW - Crack detection
KW - Infrared thermographic imaging
KW - Pillar
KW - Temperature changes
UR - http://www.scopus.com/inward/record.url?scp=85051227561&partnerID=8YFLogxK
U2 - 10.1520/GTJ20150245
DO - 10.1520/GTJ20150245
M3 - Article
AN - SCOPUS:85051227561
SN - 0149-6115
VL - 40
SP - 371
EP - 380
JO - Geotechnical Testing Journal
JF - Geotechnical Testing Journal
IS - 3
ER -