Fig. 1. Compaction test result
Fig. 2. Particle size analysis result
Fig. 3. Experimental apparatus
Fig. 4. Unconfined compressive strength according to the compactness 90%
Fig. 5. Unconfined compressive strength according to the compactness 100%
Fig. 6. Unconfined compressive strength according to the curing time (SW, compactness 90%)
Fig. 7. Unconfined compressive strength according to the curing time (SW, compactness 100%)
Fig. 8. Unconfined compressive strength according to the curing time (SP, compactness 90%)
Fig. 9. Unconfined compressive strength according to the curing time (SP, compactness 100%)
Fig. 10. Unconfined compressive strength according to the curing time (SC, compactness 90%)
Fig. 11. Unconfined compressive strength according to the curing time (SC, compactness 100%)
Fig. 12. Strength ratio (UCR) according to the E.S.B. mixing ratio(SW)
Fig. 13. Strength ratio (UCR) according to the E.S.B. mixing ratio(SP)
Fig. 14. Strength ratio (UCR) according to the E.S.B. mixing ratio(SC)
Fig. 15. Comparison between estimated and compressive strength of SW
Fig. 16. Comparison between estimated and compressive strength of SP
Fig. 17. Comparison between estimated and compressive strength of SC
Table 1. Physical properties of soil
Table 2. Portland cement composition analysis
Table 3. Physical properties of soil stabilizers
Table 4. Physical properties of soil stabilizers
Table 5. Physical properties of soil stabilizers of soil stabilizer
Table 6. Toxicity to fish test result
Table 7. Experimental condition
Table 8. Estimated compressive strength according to curing period
참고문헌
- ACI209R (1997), Prediction of creep, shrinkage, and temperature effects in concrete structures, pp. 4-7.
- Hwang, S. P., Jeong, J. H., Lee, Y. S. and Lee, T. H. (2015), Experimental study on usability of soil pavement using weathered granite soil and organic solidification agent, Journal of Korean Geosynthetics Society, Vol. 14, No. 4, pp. 11-21 (In Korean). https://doi.org/10.12814/jkgss.2015.14.4.011
- Ju, J. W., Park, J. B., Ju, J. Y. and Lee, D. S. (2003), Production of soil mixed pavement using hydronium, Journal of Korean Society of Civil Engineers, Vol. 23, No. 4C, pp. 213-219 (In Korean).
- Jung, H. S., Jang, C. H., An, B. J. and Chun, B. S. (2009), A study on environmentally fiendly soil pavement materials using weathered soil and inorganic binder, Journal of Korean Geo-Environmental Society, Vol. 10, No. 4, pp. 25-31 (In Korean).
- Kim, D. G., Bang, S. T. and Oh, S. W. (2014), Characteristicd of cyclic drying-wetting on strength of solidified soil mixed porosity silica, Journal of Korean Geo-Environmental Society, Vol. 15, No. 10, pp. 29-34 (In Korean).
- Kwon, Y. C. and Oh, S. W. (2012), Strength characteristics of the soil mixed with a natural stabilizer, Journal of Korean Geo-Environmental Society, Vol. 13, No. 1, pp. 45-51 (In Korean).
- Lee, G. H. (2012), Engineering properties and applicability of soil mixed pavement with natural soil stabilizer, Inchon National University, Ph.D. Thesos, pp. 20-51 (In Korean).
- Lee, J. D., Bang, S. T. and Bae, W. S. (2015), Evaluation of field applicability of pavement materials using wood chips, Journal of Korean Geo-Environmental Society, Vol. 16, No. 11, pp. 13-19 (In Korean).
- MOLIT (2016), Landscape Construction Standard Specification, pp. 169-181.
- Park, K. S., Oh, S. W. and Bae, W. S. (2014), Field appliciability evaluation of eco-friendly mixed soil, Journal of Korean Geo-Environmental Society, Vol. 15, No. 2, pp. 17-25 (In Korean). https://doi.org/10.14481/jkges.2014.15.2.17
- Park, S. S., Park, C. R., Oh, S. W. and Chang, S. H. (2013), Extraction for porosity silica from fallen leaves, 2013 Korean Geo-Environmental Society Conference, September 27, pp. 313-315 (In Korean).