The Time-Dependent Behavior Characteristic of Bottom Ash by Maximum Particle Size and Application of Creep Models |
Kim, Tae-Wan
(서울대학교 조경.지역시스템공학부 대학원)
Son, Young-Hwan (서울대학교 조경.지역시스템공학과, 서울대학교 농업생명과학연구원) Bong, Tae-Ho (서울대학교 조경.지역시스템공학부 대학원) Noh, Soo-Kack (서울대학교 조경.지역시스템공학부 대학원) Park, Jae-Sung (서울대학교 조경.지역시스템공학부 대학원) |
1 | Park, S. G. and J. M. Kim, 2012. Present status and recycling technology for bottom ash in Korea. Korean Recycled Construction Resource Institute 3: 9-12 (in Korean). |
2 | Park, S. H., S. H. Jee, and B. S. Chun, 2010. Characteristic for consolidation and shear strength of bottom ash compaction pile according to replacement ratio in clay. Korean Geo-Environmental Society 11(7): 57-63 (in Korean). |
3 | Schmertmann, J. H. J. P. Hartmann, and P. R. Broun, 1978. Improved strain influence factor diagrams. Journal of the Geotechnical Engineering Division, ASCE 104(8): 1131-1135. |
4 | Singh, A. and J. K. Mitchell, 1968. General stressstrain- time function for soils. ASCE 94(1): 21-46. |
5 | Wang, F., L. Miao, and L. Weihua, 2010. Experimental study on the creep behavior of the Yangtze River Sand. GeoFlorida: Advanced in Analysis, Modeling & Design 777-782. |
6 | Bong, T. H., Y. H. Son, S. P. Kim, J. Heo, and P. W. Chang, 2009. Creep characteristics of weathered soils and application of Singh-Mitchell's creep formula. Journal of the Korean Society of Agricultural Engineers 51(6): 69-76 (in Korean). 과학기술학회마을 DOI ScienceOn |
7 | Bong, T. H., Y. H. Son, S. K. Noh, J. S. Park, 2012. Undrained creep characteristic of silty sands and comparative study of creep model. Journal of the Korean Society of Agricultural Engineers 54(1): 19-26 (in Korean). 과학기술학회마을 DOI ScienceOn |
8 | Jung, S. H., B. C. Choe, and B. C. Lee, 2010. An experimental study on bottom ash for utilization of subbase materials. Korean Recycled Construction Resource Institute 12: 89-97 (in Korean). |
9 | Kim, D. H., W. S. Ki, and S. H. Kim, 2010. The utilization of pond ash as embankment and backfill material. The Journal of Engineering Geology 20(3): 297-310 (in Korean). 과학기술학회마을 |
10 | Kim, J. W., 2009. Creep Modeling of Reinforced Earth. Ms Dissertation, Sungkyunkwan University (in Korean). |
11 | Kim, S. C., 2009. Applicability Study of Bottom Ash of Use of Sand Mat Material. Ms Dissertation. Sunchon University (in Korean). |
12 | Lade P. V., C. T. Liu, 1998. Experimental study of drained creep behavior of sand. Journal of Engineering Mechanics 124: 912-920. DOI ScienceOn |
13 | McDowell, G. R., and J. J. Khan, 2003. Creep of granular materials. Granular Matter 5 115-120. DOI ScienceOn |
14 | Mollamahmutoglu, M., 1999. Effect of incremental loading on the creep behaviour of chemically grouted sand. Bull Eng geol 57: 353-358. DOI |
15 | Murayama, S., K. Michihiro, and T. Sakagami, 1984. Creep Characteristic of Sands. Japanese Society of Soil Mechanics and Foundation Engineering 24(2): 1-15. |
16 | Ashutosh T. and K. S. Vijay, 2007. Settlement of compacted ash fills. Geotech Geol Eng 25: 163-176. DOI |
17 | Overt, L., 1967. Rock mechanics and the design of Structures in Rock. New York: John wiley and Sons Inc. 293-301. |
18 | Augustesen A., M. Liingaard, and P. V. Lade, 2004. Evaluation of time-dependent behavior of soils. Journal of Geomechanics ASCE 4(3): 137-156. DOI ScienceOn |