1 |
Armour, Tom, Groneck, Paul, Keelev, James, Sharma, Sunil (2000), Micropile Design and Construction Guidelines Implementation Manual, FHWA-SA-97-070, FHWA Office of Technology Applications, Washington, D.C, pp. 4-11-4-26.
|
2 |
Lee, B. J., Kim, S. S., Youn, J. S. and Lee, J. K.(2010), Pullout Chacteristics of Reinforcing Body Using Re-ingection Grouting Methods, Jonual of Korean Geoenviromental Society, Vol. 11, No. 10, pp. 25-31.
|
3 |
Lee, T. H.(2006), Study on the Reinforcement Effect of Micropile on Dense Sand, PhD, Dissertation, University of Busan, pp. 1-16.
|
4 |
Sabatini, P. J., Pass, D. G., Bachus R. C.(1999), Geotechnical Engineering Circular No. 4 Ground Anchors and Anchored Systems, FHWA-SA-99-015, Office of Bridge Technology Federal Highway Administration HIBT, Washington D.C. pp. 6-8.
|
5 |
Sabatini, Paul J., Burak Tanyu, Armour, Tom, Groneck, Paul, Keelev, James(2005), Micropile Design and Construction (Reference Manual for NHI Cource 132078), FHWA-NHI-05-039, Washington, D.C, pp. 4-11-4-26.
|
6 |
Shin, E. C., Kim, J. I, and Kin, I. D.(2002), Effect of Slenderness Ratio and Pullout Rate on Uplift Adhesion Factor of Concrete Pile Driven in Clay, Proc. Conf. of KSCE, pp. 2090-2093.
|