1 |
Alexsander, W. A., 1989, Post ground anchor and method. U.S. Patent No 4,803,812.
|
2 |
Kim, N. K., Joo, Y. S., Kim, S. J., Kim, S. K., and Seo, H. K., 2009, Expansion ratio and ultimate load of pulse-discharge bulbed anchors, Journal of the Korean Geotechnical Society, 25(7), 5-10 (in Korean with English abstract).
과학기술학회마을
|
3 |
Kim, T. S., Sim, B. K., Lee, S. K., and Lee, I. M., 2010, The effect of pressurized grouting on pullout resistance and the group effect of compression ground anchor, Journal of the Korean Geotechnical Society, 26(6), 5-19 (in Korean with English abstract).
과학기술학회마을
|
4 |
Lee, B. J., Kim, J. S., and Lee, J. K., 2012, The pullout characteristics of MC anchor in shale layer, Journal of the Korean Geo-environmental Society, 13(1), 53-61 (in Korean with English abstract).
|
5 |
Min, K. N., Ahn, K. K., Lee, J. B., Park, H. J., Lee, J. W., and Lee, J. G., 2010, The applicability evaluation on the ground type anchor with field test, KSEG Conference, November, 59-63 (in Korean).
|
6 |
Niroumand, H. and Kassim, K. A., 2010, Analytical and numerical study of horizontal anchor plates in cohesionless soils, Electronic Journal of Geotechnical Engineering, 15, 1-12.
|
7 |
Ostermayer. H., 1975, Construction, carrying behavior and creep characteristics of ground anchors, Diaphragm walls & anchorages, ICE London, September 1974, 141-151.
|
8 |
Rupiper, S., 1999, Ground anchor device for penetrating an underground rock formation. U.S. Patent No 5,919,005.
|
9 |
Yoo, N. J., Park, B. S., Park, C. D., Hong, Y. G., and Lee, J. Y., 2006, Experimental study for the structural stability of permanent anchor, Journal of the Korea Institute for Structural Maintenance and Inspection, 10(5), 87-96
과학기술학회마을
|
10 |
Yun, J. M. and Song, Y. S., 2009, The behavior of earth retention wall installed in cut slope, Journal of Engineering Geology, 19(4), 475-482
|
11 |
Zubeke. R. H., 1975, Ground anchor with pivoting fluke. U.S. Patent No 3,888,057.
|
12 |
Mariupol'skii, L. G., 1965, The bearing capacity of anchor foundations, Soil Mechanics and Foundation Engineering, 2(1), 26-32.
DOI
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