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http://dx.doi.org/10.5389/KSAE.2008.50.5.073

Effect of Strength Properties of In-Situ Concrete Pile in Embankment Slopes on Embankment Materials and Boring Methods  

Hwang, Moo-Suk ((주)지오통상 부설연구소)
Jeoung, Jae-Hoon (한국수자원공사 수자원연구원)
Park, Seung-Ki (공주대학교 산업과학대학 지역건설공학)
Lee, Chang-Soo (공주대학교 산업과학대학 지역건설공학)
Park, Chan-Gi (공주대학교 산업과학대학 지역건설공학)
Publication Information
Journal of The Korean Society of Agricultural Engineers / v.50, no.5, 2008 , pp. 73-81 More about this Journal
Abstract
This study evaluated the applicability of in-situ concrete pile as a stabilization materials of embankment slopes including agricultural reservoir and rural road etc. The experimental embankment slopes was constructed to investigate the strength properties of in-situ concrete pile with embankment materials and boring methods. The test variable were applied the boring method(driving and augering) and water-cement ratio. In order to analyze the physical and mechanical properties of embankment materials, permeability and water contents test were was performed. Also, the freshly and harden of in-situ concrete properties were measured by the slump and compressive strength tests. The results showed the water content and permeability of embankment materials and boring methods affected on compressive strength of in-situ concrete pile.
Keywords
Boring methods; Compressive strength; Embankment slops; In-situ concrete pile; Stabilization materials;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
1 Bang, D. S., C. K. Hur, H. K. Kown and K. J. Ryu, 2006, A case study of leakage in fill dams, Journal of KSMI, 10(6), pp. 54-60.(in Korean)
2 Hwang, M. S., 2003, The compressive strength characteristics for embankment slopes of construction of In-Situ concrete pile, MS thesis, Department of Agricultural Engineering, Kongju National University, Yesan
3 Yun, K. K., J. H, Lee, S. U. Yong and Y. H. Jung, 1999, An Experimental Study on the Surface Scaling Resistance of Pavement Concretes Reinforced by Polypropylene Fibers, Journal of KSCE, 19(I-4), pp. 603-612(in Korean)
4 Reynold, W. D. and D. E Elrick, 1987, A laboratory an numerical assessment of the guelph permeameter method, Soil Science, 144(4), pp. 282-299   DOI
5 Chang, B. W., Y. K. Park and C. W. Woo, 1998, Evaluation of degradation and safety agricultural reservoir, Journal of KSAE, 40(1), pp. 49-56.(in Korean)   과학기술학회마을
6 Paik, K. H., S. R. Lee and H. I. Park, 1994, Investigation for possible practical applicability of open-ended PHC pile, Journal of KSCE, 14(4), pp. 965-975.(in Korean)
7 Kim, M. I., B. G. Chae, Y. C. Cho and Y. S. Seo, 2008, Study on rainfall infiltration characteristics for weathered soils: analysis of soil volumetric water content and its application, Journal of engineering geology, 18(1), pp. 83-92   과학기술학회마을
8 Elsen, E. V. D., Y. Xie, B. Liu, J. Stolte, Y. Wu, K. Trouwborst and C. J. Ritsema, 2003, Intensive water content and discharge measurement system in a hill slope gully in china, Catena, 54, pp. 93-115   DOI   ScienceOn
9 Park, J. B., T. S. Park and H. S. Chung, 1999, Investigation on the bearing capacity and load transfer characteristics of displacement in-situ concrete(OMEGA) pile, Journal of KSCE, 19(3-1), pp. 139-152.(in Korean)
10 Japan Geotechnical Society, 1995, Problem and Solution of foundation pile, Reported by JGS, Tokyo