Evaluation of Early-age Properties of Controlled Low Strength Material Using Non-destructive Testing |
Kim, Dong-Ju
(School of Agricultural Civil & Bio-Industrial Engineering, Kyungpook National University)
Kim, Sang-Cheol (School of Agricultural Civil & Bio-Industrial Engineering, Kyungpook National University) Han, WooJin (School of Civil, Environmental and Architectural Engineering, Korea University) Lee, Jong-Sub (School of Civil, Environmental and Architectural Engineering, Korea University) Byun, Yong-Hoon (School of Agricultural Civil & Bio-Industrial Engineering, Kyungpook National University) |
1 | American Concrete Institute Committee 229 (ACI Committee), 1999. Controlled low-strength materials (CLSM). |
2 | American Society for Testing and Materials (ASTM), 2006. Standard test methods for time of setting of hydraulic cement by Vicat needle, C191. |
3 | American Society for Testing and Materials (ASTM), 2016. Standard test methods for time of setting of concrete mixtures by penetration resistance, C403. |
4 | American Society for Testing and Materials (ASTM), 1994. Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete, C618. |
5 | American Society for Testing and Materials (ASTM), 2017. Standard test methods for consistency of controlled low strength material (CLSM), D6103. |
6 | Byun, Y. H., W. J. Han, E. Tutumluer, and J. S. Lee, 2016. Elastic wave characterization of controlled lowstrength material using embedded pizoeletric transducers. Construction and Building Materials 127(2016): 210-219. doi:10.1016/j.conbuildmat.2016.09.113. DOI |
7 | Cheon, S. H., S. S. Jeong, D. S. Lee, and D. H. Kim, 2006. Mechanical characteristics of accelerated flowable backfill materials using surplus soil for underground power utilities. Journal of The Korean Society of Civil Engineers 26(3):303-312. |
8 | Dumoulin, C., G. Karaiskos, J. Carette, S. Staquet, and A. Deraemaeker, 2012. Monitoring of the ultrasonic P-wave velocity in early-age concrete with embedded piezoelectric transducers. Smart Materials and Structures 21(4): 047001. doi:10.1088/0964-1726/21/4/047001. DOI |
9 | Gu, H., G. Song, H. Dhonde, Y. L. Mo, and Yan. S, 2006. Concrete early-age strength monitoring using embedded piezoelectric transducers. Smart Materials and Structures 15(6): 1837. doi:10.1088/0964-1726/15/6/038. DOI |
10 | Gu, X., J. Yang, M. Huang, and G. Gao, 2015. Bender element tests in dry and saturated sand: Signal interpretation and result comparison. Soils and Foundations 55(5): 951-962. doi:10.1016/j.sandf.2015.09.002. DOI |
11 | Han, W. J., J. S. Lee, S. D. Cho, J. H. Kim, and Y. H. Byun, 2015. Study on correlation between compressive strength and compressional wave velocity for CLSM according to curing time. Journal of The Korean Geo-Environmental Society 16(11): 5-11. doi:10.14481/jkges.2015.16.11.5. |
12 | Han, W. J., J. S. Lee, Y. H. Byun, S. D. Cho, and J. H. Kim, 2016. Characteristics of shear waves in controlled low strength material with curing time. Journal of The Korean Geo-Environmental Society 17(3): 13-19. doi:10.14481/jkges.2016.17.3.13. |
13 | Park, J. H., K. H. Lee, J. Y. Jo, and S. N. Kim, 2004. Deformation characteristics of underground pipe with in-situ soil CLSM. Journal of Korea Geotechnical Society 20(3):129-139. |
14 | Hong, G. H., Y. S. Shin, and I. Y. Chung, 1996. A fundamental study on the development of compressive strength and E-modulus of concrete. Journal of the Architectural Institute of Korea 12(7): 229-235. |
15 | Kim, D. S., and Y. W. Choo, 2001. Dynamic deformation characteristics of cohesionless soils in Korea using resonant column tests. Journal of Korea Geotechnical Society 17(5):115-128. |
16 | Lee, H. K., K. M. Lee, Y. H. Kim, H. Yim, and D. B. Bae, 2004. Ultrasonic in-situ monitoring of setting process of high-performance concrete. Cement and Concrete Research 34(4): 631-640. doi:10.1016/j.cemconres.2003.10.012. DOI |
17 | Lee, J. S., and C. Lee, 2006. Principles and considerations of bender element tests. Journal of Korea Geotechnical Society 17(5): 47-57. |
18 | Lee, D. Y., D. M. Kim, Y. S. Ryu, and J. G. Han, 2015. Development and application of backfill material for reducing ground subsidence. Journal of Korean Geosynthetics Society 14(4): 147-158. doi:10.12814/jkgss.2015.14.4.147. DOI |
19 | Reinhardt, H. W., and C. U. Grosse, 2003. Continuous monitoring of setting and hardening of mortar and concrete. Construction and Building Materials 18(3): 145-154. doi:10.1016/j.conbuildmat.2003.10.002. DOI |
20 | Ryu, Y. S., W. R. Chae, J. S. Koo, and D. Y. Lee, 2015. Development of rapid hardening backfill material for reducing ground subsidence. Journal of Korean Geosynthetics Society 14(3): 13-20. doi:10.12814/jkgss.2015.14.3.013. DOI |
21 | Sayer, C. M., and A. Dahlin, 1993. Propagation of ultrasound through hydrating cement pastes at early times. Advanced Cement Based Materials 1(1): 12-21. doi:10.1016/1065-7355(93)90004-8. DOI |
22 | Zhu, J., S. H. Kee, D. Han, and Y. T. Tasi, 2011. Effects of air voids on ultrasonic wave propagation in early age cement pastes. Cement and Concrete Research 41(8):872-881. doi:10.1016/j.cemconres.2011.04.005. DOI |
23 | Soliman, N. A., K. H. Khayat, M. Karray, and A. F. Omran, 2015. Piezoelectric ring actuator technique to monitor early-age properties of cement-based materials. Cement and Concrete Composites 63(2015): 84-95. doi:10.1016/j.cemconcomp.2015.09.001. DOI |
24 | Song, G., H. Gu, Y. L. Mo, T. T. C. Hsu, and H. Dhonde, 2007. Concrete structural health monitoring using embedded piezoceramic transducers. Smart Materials and Structures 16(4): 959. doi:10.1088/0964-1726/16/4/003. DOI |
25 | Won, J. P., and Y. S. Lee, 2001. Compressive strength of CLSM containing bottom ash. Journal of Korean Society of Agricultural Engineers 142-146. |