Browse > Article
http://dx.doi.org/10.9720/kseg.2016.4.439

The Study of Compaction Characteristics of Cataclasite Fill Material using Large and Standard Compaction Tests  

Jeoung, Jae-Hyeung (Korea Institute of Civil Engineering and Building Technology)
Ryu, Sang-Hun (Korea Institute of Civil Engineering and Building Technology)
Choi, Dong-Yub (Incheon International Airport Corporation)
Park, Kwang-Sik (Incheon International Airport Corporation)
Hwang, Sung-Pil (Korea Institute of Civil Engineering and Building Technology)
Publication Information
The Journal of Engineering Geology / v.26, no.4, 2016 , pp. 439-445 More about this Journal
Abstract
The new airports apply the systematic runway foundation construction to build the high quality runways in order to take the leading position to win future aerial demands and stay ahead of competitors. This study is intended to supplement the weakness of existing standard compaction test to minimize residual settlement of lower weak foundation during operation of passenger berthage. The fill material was sampled from 4 construction sites using the fill material with diameter of 100mm or less, and the standard compacting test (KS F 2312), large circular mold compacting test, and water-replacement field density test (ASTM D 5030) were conducted. The regression analysis of correlation of the field density test and the standard indoor compaction test showed the unreliable value at P-value of 0.05, and the regression analysis of the field density test and the large indoor compaction test showed the high correlation with R value of 0.8878. It is judged that the construction of overall uniform quality can be assured as the site condition is truly reflected only if the compacting test method is selected in consideration of maximum size of fill material when evaluating the maximum dry density used in design and construction.
Keywords
Large Scale Compaction Test; Standard Compaction Test; Field Density Test;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
1 FAA, 1995, Airport pavement design and evaluation, FAA AC 150/5320-6D
2 Ham, T. G., 2007, An experimental study on compaction characteristics of gravel-mixed decomposed granite soil, Journal of the Korean Geotechnical Society, 23(11), 59-66 (In Korean with English abstract).
3 Hsu, T. S. and Saxena, S.K. (1991), A general formula for determining density of compacted soils with oversize particles, Soils and Foundations, 31(3), 91-96.   DOI
4 Kim, D. S., Park, S. Y., Song, J. W., Kim, S. I., and Song, J. J., 2009, A Study on the compaction characteristics of crushed rock-soil mixture for railway subgrade, Journal of the Korean Society for Railway, 12(2), 183-189 (In Korean with English abstract).
5 K-water, 2001, A study on the shear strength characteristics of dams using large triaxial tests, Report of K-water, 3-22 (In Korean).
6 Song, J. W., Song, J. J., Kim, D. S., and Park, Y. S., 2008, Experimental study on the compaction characteristics of rock fill for railway, 2008 Conference on the Korean Society for Railway, Seoul, 147-156 (In Korean).