Discussion of “Performance of Tension and Compression Anchors in Weathered Soil” by Nak-Kyung Kim
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 5
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References
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Briaud, J.-L. (1998). “Should grouted anchors have short tendonbond length?” J. Geotech. Geoenviron. Eng., 124(2), 110–119.
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Fuijita, K., Ueda, K., and Kusabuka, M. (1978). “A method to predict the load displacement relationship of ground anchors.” Rev. Francaise Geotech., 3, 58–62.
Martak, L. (1979). “The friction calculation in fixing the load of prestressed anchors with free tendon length.” Proc., 7th European Conference of Soil Mechanics and Foundation Engineering, Brighton, England, 205–214.
Mecsi, J. (1995). “Analysis of grouted soil anchors.” Proc., International Symposium on Anchors in Theory and Practice, Salzburg.
Ostermayer, H., and Scheele, F. (1978). “Research on ground anchors in noncohesive soils.”Rev. Francaise Geotech., 3, 92–99.
Weerasinghe, R. B. , and Littlejohn, G. S. (1997). “Uplift capacity of shallow anchorages in mudstone.” Proc., International Symposium on Anchors in Theory and Practice, Salzburg.
Woods, R. I. , and Barkhordari, K. (1997). “The influence of bond stress distribution on ground anchor design.” Proc., Conference on Ground Anchorages and Anchored Structures, Institution of Civil Engineers, London.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 131 • Issue 5 • May 2005
Pages: 671 - 672
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© 2005 ASCE.
History
Published online: May 1, 2005
Published in print: May 2005
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