Discussion of “Comparison of Interface Shear Strength of Soil Nails Measured by Both Direct Shear Box Tests and Pullout Tests” by Lok-Man Chu and Jian-Hua Yin
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VIEW THE ORIGINAL ARTICLEAuthors: K. S. Li and S. R. LoAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 133, Issue 3
1090-0241(2007)133:3(344)/asset/65f8110e-1a60-4cce-b266-e5aed6436496/assets/(asce)1090-0241(2007)133:3(344).fp.png)
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References
Chu, L. M., and Yin, J. H. (2004). “Testing study on the interface between soil and soil nail.” Proc., 24th Annual Seminar: Recent Advances in Geotechnical Engineering, Geotechnical Division, the Hong Kong Institution of Engineers, Hong Kong.
Lo, S. R. (2002). “Nail pullout: The influence of dilatancy angle.” Lecture Notes for Seminar and Workshop on Geotechnical Modeling, Centre for Research and Professional Development, 123–127.
Lo, S.-C. R. (2003). “The influence of constrained dilatancy on pullout resistance of geosynthetic strap reinforcement.” Geosynthet. Int., 10(2), 47–55.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 133 • Issue 3 • March 2007
Pages: 344 - 346
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© 2007 ASCE.
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Published online: Mar 1, 2007
Published in print: Mar 2007
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Authors
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K. S. Li
Director, Victor Li and Associates Ltd., Hong Kong.
S. R. Lo
Associate Professor, School of Aerospace, Civil and Mechanical Engineering Univ. of New South Wales at ADFA, Australia.
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