Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
Alnuaim, A. M., El Naggar, H. and El Naggar, M. H. (2014). “Performance of micropiled raft in sand subjected to vertical concentrated load: Centrifuge Modeling.” Canadian Geotechnical Journal, Vol. 52, No. 1, pp. 33-45. 10.1139/cgj-2014-0001DOI
2 
Bell, A. L. (1993). Jet grouting-Ground Improvement, Ed. Moseley, E.D., Chapman & Hall, Glasgow, pp. 149-174.
3 
Choi, C., Goo, J., Lee, J. H. and Cho, S. D. (2009). “Development of new micropiling method enhancing frictional resistance with geotextile pack.” Proc. of 9th International Workshop for Micropiles, London, May 11.
4 
Covil, C. S. and Skinner, A. E. (1994). “Jet grouting – A review of some of the operating parameters that from the basis of the jet grouting process.” Proc. of Grouting in the Ground, Ed. Bell, A. A., Thomas Telford, London, UK, pp. 605-629. 10.1680/gitg.19287.0041DOI
5 
EN 1997-1 (2004). Eurocode 7: Geotechnical design – Part 1: General rules, British Standards, UK.
6 
FHWA (2005). Micropile design and construction: reference manual, FHWA-NHI-05-039, Federal Highway Administration, Vol. 1, No. 1, pp. 7-28.
7 
Gomez, J., Cadden, A. and Bruce, D. A. (2003). “Micropiles founded in rock: Development and evolution of bond stresses under repeated loading.” Proc. of the 12th Pan-American Conferemce on Soil Mechanics and Geotechnical Engineering, Germany, pp. 1911-1916.
8 
Han, J. T., Jang, Y. E. and Choi, J. (2014). “Estimation of static and dynamic lateral bearing capacity of new concept micropile for applying to artificial ground of railroad site.” Journal of Korean Society of Hazard Mitigation, Vol. 14, No. 1, pp. 125-134 (in Korean). 10.9798/KOSHAM.2014.14.1.125DOI
9 
Han, J. T., Kim, S. R., Jang, Y. E. and Lee, S. H. (2013). “Evaluation of bearing capacity of waveform micropile by numerical analyses.” Journal of the Korea Academia-Industrial cooperation Society, Vol. 14, No. 11, pp. 5906-5914 (in Korean). 10.5762/KAIS.2013.14.11.5906DOI
10 
Hong, W. P., Cho, S. D., Choi, C. H. and Lee, C. M. (2012). “Skin friction mobilized on pack micropiles subjected to uplift force.” Journal of the Korean Geotechnical Society, Vol. 28, No. 6, pp. 19-29 (in Korean). 10.7843/kgs.2012.28.6.19DOI
11 
Horikoshi, K., Matsumoto, T., Hashizume, Y., Watanabe, T. and Fukuyama, H. (2003). “Performance of piled raft foundations subjected to static horizontal loads.” International Journal of Physical Modelling in Geotechnics, Vol. 3, No. 2, pp. 37-50. 10.1680/ijpmg.2003.030204DOI
12 
Jang, Y. E., Han, J. T. and Kim, D. H. (2015a). “Field experiment evaluation on the construction-ability and load capacity of waveform micropile.” KGS Spring National Conference, Vol. 1, No. 1, pp. 100-107 (in Korean).
13 
Jang, Y. E., Han, J. T., Kim, J. H., Park, H. J. and Kim, S. H. (2015b). “Evaluation of axial bearing capacity of waveform micropile by centrifuge test.” Journal of the Korean Geotechnical Society, Vol. 31, No. 8, pp. 39-49 (in Korean). 10.7843/kgs.2015.31.8.39DOI
14 
Juran, I., Benslimane, A. and Hanna, S. (2001). “Engineering analysis of dynamic behavior of micropile systems.” Transportation Research Record, Vol. 1772, pp. 91-106. 10.3141/1772-11DOI
15 
Kim, D. S., Kim, N. R., Choo, Y. W. and Cho, G. C. (2013). “A newly developed state-of-the-art geotechnical centrifuge in Korea.” Journal of Korean Society of Civil Engineering, Vol. 17, No. 1, pp. 77-84. 10.1007/s12205-013-1350-5DOI
16 
Kim, J. H., Choo, Y. W., Kim, D. J. and Kim, D. S. (2015). “Miniature cone tip resistance on sand in a centrifuge.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 142, No. 3, 04015090. 10.1061/(ASCE)GT.1943-5606.0001425DOI
17 
Ko, H. Y. (1988). “Summary of the state-of the-art in centrifuge model testing.” Centrifuge in Soil Mechanics, pp. 11-28.
18 
Kyung, D. H., Kim, G. R., Kim, D. H., Shin, J. H. and Lee, J. H. (2013). “Compressive behavior of micropile according to pile spacing and embedded pile angle in sand.” Journal of the Korean Geotechnical Society, Vol. 29, No. 12, pp. 57-67 (in Korean). 10.7843/kgs.2013.29.12.57DOI
19 
Lee, J. M. and Kim, D. H. (2014). “A study on the strength evaluation of micropile with expanded drill hole.” Journal of the Korean Society of Safety, Vol. 29, No. 5, pp. 74-81 (in Korean). 10.14346/jkosos.2014.29.5.074DOI
20 
Mayerhof, G. G. (1956). “Penetration test and bearing capacity of cohesionless soils.” Journal of the Soil Mech. and Found. Division, Vol. 82, No. 1, pp. 1-19.
21 
Naggar, M. H. E. and Sakr, M. (2000). “Evaluation of axial performance of tapered piles from centrifuge tests.” Canadian Geotechnical Journal, Vol. 37, No. 6, pp. 1295-1308.10.1139/t00-049DOI
22 
Sabatini P. J., Pass, D. G. and Bachus, R. C. (1999). Geotechnical engineering circular no.4 ground anchors and anchored system, No. FHWA-SA-99-015.
23 
Sadek, M. and Isam, S. (2004). “Three-dimensional finite element analysis of the seismic behavior of inclined micropiles.” Soil Dynamics and Earthquake Engineering, Vol. 24, No. 6, pp. 473-485. 10.1016/j.soildyn.2004.02.002DOI
24 
Seo, H., Prezzi, M. and Salgado, R. (2013). “Instrumented static load test on rock-socketed Micropile.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 139, No. 12, pp. 2037-2047. 10.1061/(ASCE)GT.1943-5606.0000946DOI
25 
Terzaghi, K. and Peck, R. B. (1967). Soil mechanics in engineering practice, 2nd ed, John Wiley and Sons, NewYork.
26 
Tsukada, K., Miura, Y., Tsubokawa, Y. and Otani, G. L. (2006). “Mechanism of bearing capacity of spread footings reinforced with micropiles.” Soils and Foundations, Vol. 46, No. 3, pp. 367-376. 10.3208/sandf.46.367DOI
27 
You, G. L., Miura, K. and Ishito, M. (2003). “Behavior of micropile foundation under inclined loads in laboratory tests.” Journal of Lowland Technology International, Vol. 5, No. 2, pp. 16-2