Soil–Nail Pullout Interaction in Loose Fill Materials-Reference-Cited by-同舟云学术

Soil–Nail Pullout Interaction in Loose Fill Materials

Published:2006-07 Issue:4 Volume:6 Page:238-247
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Pradhan B.¹²³⁴⁵,Tham L. G.¹²³⁴⁵,Yue Z. Q.¹²³⁴⁵,Junaideen S. M.¹²³⁴⁵,Lee C. F.¹²³⁴⁵

Affiliation:

1. M.Philosophy Candidate, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam Rd., Hong Kong, China.

2. Professor, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam Rd., Hong Kong, China (corresponding author). E-mail: hrectlg@hkucc.hku.hk

3. Associate Professor, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam Rd., Hong Kong, China.

4. Research Assistant, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam Rd., Hong Kong, China.

5. Professor, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam Rd., Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282006%296%3A4%28238%29

Reference22 articles.

1. Soil nailing-analysis and design;Bridle R. J.;Ground Eng.,1989

2. Cartier G. and Gigan J. P. (1983). “Experiments and observations on soil nailing structures.” Proc. 8th European Conf. on Soil Mechanics and Foundation Engineering H. G. Rathmayer and K. H. O. Saari eds. Helsinki Finland 473–476.

3. Finite-element analyses of retaining wall behavior;Clough G. W.;J. Soil Mech. Found. Div.,1971

4. Feijo R. L. and Erhlich M. (2003). “Nail pullout tests in residual soils in Rio De Janeiro-Brazil.” Proc. Soil-Rock America 2003 P. J. Culligan H. H. Einstein and A. J. Whittle eds. Cambridge U.K. 2133–2138.

5. Franzen G. (1998). “A laboratory and field study of pullout capacity.” Doctoral thesis Chalmers Univ. of Technology Göteborg Sweden.

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