Browse > Article
http://dx.doi.org/10.5762/KAIS.2010.11.10.4012

Comparison of the Behavior Characteristics between Sand Compaction Pile and Pack Pile by the Triaxial Compression Tests  

Yoo, Wan-Kyu (Dept. of Civil & Environmental Eng., Myongji University)
Kim, Byoung-Il (Dept. of Civil & Environmental Eng., Myongji University)
Lee, Seung-Hyun (Dept. of Civil Eng., Sunmoon University)
Publication Information
Journal of the Korea Academia-Industrial cooperation Society / v.11, no.10, 2010 , pp. 4012-4017 More about this Journal
Abstract
In this study, a series of triaxial compression tests(CU) were performed with artificially remolded sand-pack-clay and sand-clay composite soils at 10% and 20% replacement ratio to compare the shear strength and behavior characteristics between sand compaction pile and pack pile. From the test results, the shear strength of the pack pile is much higher than the that of the sand compaction pile.
Keywords
Pack pile; Sand compaction pile; Shear strength; Behavior characteristics; Composite soil; Triaxial compression test;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 김명모, 김병일, 이승원, 조성민, "지반개량공법 설계", 도서출판 새론, p.201, 2004.
2 김병일, 이상익, 김제규, 정용우, "SCP, GCP, MLPP 공법의 거동특성 비교", 대한토목학회논문집, 제25권, 제4C호, pp.267-268, 2005.   과학기술학회마을
3 이상덕, "토질시험(원리와 방법)", 도서출판 새론, pp.81-88, 1996.
4 Koerner, Robert M, "Designing with Geosynthetics", Prentice-Hall, New Jersey, p.86, 1986.