References
- 박진오, 추연욱, 김동수(2009). 원심모형 실험과 수치해석을 이용한 과압밀 지반에서의 말뚝지지 전면기초의 지지력 평가, 한국지반공학회 특별논문집, 한국지반공학회, 제25권 제7호, pp. 23-33.
- 박현일(2010). 연직배수재 설치용 측면 비대칭 앵커 및 이를 이용한 연직배수재 설치방법, 대한민국특허, 10-2010-0098866, 대한민국.
- Baligh, M. M. (1985). Strain path method. Journal of Geotechnical Engineering-ASCE, Vol. 111, No. 9, pp. 1108-1138. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:9(1108)
- Bergado. D. T., Asakami. H., Alfaro. M. C., and Balasubramanian. A. S. (1991). Smear effect of vertical drains on soft Bangkok clay. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 117, No. 10, pp. 1509-1530. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:10(1509)
- D. S. Kim, G. C. Cho, and N. R. Kim (2006) Development of KOCED Geotechnical Centrifuge Facility at KAIST, Physical Modeling in Geotechnics, Hongkong, China, pp. 147-150.
- Hird, C. C. and Moseley, V. J. (2000). Model study of seepage in smear zones around vertical drains in layered soil. Geotechnique, Vol. 50, No. 1, pp. 89-97. https://doi.org/10.1680/geot.2000.50.1.89
- Indraratna, B. and Redana, I. W. (1998). Laboratory determination of smear zone due to vertical drain installation. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, No. 2, pp. 180-184. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:2(180)
- Jamiolkowski. B., Lancellotta. R., and Woski, W. (1983). General Report : Pre-compression and speeding up consolidation. 8th ECSMFE. City: Helsinki, pp. 1201-1226.
- Sathananthan, I., Indraratna, B., and Rujikiatkamjorn, C. (2008). Evaluation of smear zone extent surrounding mandrel driven vertical drains using the cavity expansion theory. International Journal of Geomechanics, Vol. 8, No. 6, pp. 355-365. https://doi.org/10.1061/(ASCE)1532-3641(2008)8:6(355)
- Sharma, J. S. and Xiao, D. (2000). Characterization of a smear zone around vertical drains by large-scale laboratory tests. Canadian Geotechnical Journal, Vol. 37, No. 6, pp. 1265-1271. https://doi.org/10.1139/t00-050
- Weber, T. M., Plotze, M., Laue, J., Peschke, G., and Springman, S. M. (2010). Smear zone identification and soil properties around stone columns constructed in-flight in centrifuge model tests. Geotechnique, Vol. 60, No. 3, pp. 197-206. https://doi.org/10.1680/geot.8.P.098
- White, D. J., Take, W. A., and Bolton, M. D. (2003). Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Geotechnique, Vol. 53, No. 7, pp. 619-631. https://doi.org/10.1680/geot.2003.53.7.619
- White, D. J. and Bolton, M. D. (2004). Displacement and strain paths during plane-strain model pile installation in sand. Geotechnique, Vol. 54, No. 6, pp. 375-397 https://doi.org/10.1680/geot.2004.54.6.375
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