Influence of Overburden Pressure on Soil–Nail Pullout Resistance in a Compacted Fill-Reference-Cited by-同舟云学术

Influence of Overburden Pressure on Soil–Nail Pullout Resistance in a Compacted Fill

Published:2008-09 Issue:9 Volume:134 Page:1339-1347
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Su Li-Jun¹²³⁴⁵,Chan Terence C. F.¹²³⁴⁵,Yin Jian-Hua¹²³⁴⁵,Shiu Y. K.¹²³⁴⁵,Chiu S. L.¹²³⁴⁵

Affiliation:

1. Associate Professor, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, 13 Yanta Rd., Xi’an, Shaanxi, 710055, China; formerly, Ph.D. Student, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

2. Chief Engineer, Civil Engineering and Development Dept., Geotechnical Engineering Office, Civil Engineering and Development Bldg., 101 Princess Margaret Rd., Kowloon, Hong Kong.

3. Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China (corresponding author). E-mail: cejhyin@polyu.edu.hk

4. Senior Engineer, Civil Engineering and Development Dept., Geotechnical Engineering Office, Civil Engineering and Development Bldg., 101 Princess Margaret Rd., Kowloon, Hong Kong.

5. Chief Engineer, Maunsell Geotechnical Services Limited, Shatin, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282008%29134%3A9%281339%29

Reference8 articles.

1. A Laboratory Device to Test the Pull-Out Behavior of Soil Nails

2. Study on soil–cement grout interface shear strength of soil nailing by direct shear box testing method

3. Franzén G. (1998). “Soil nailing—A laboratory and field study of pull-out capacity.” Doctoral thesis Dept. of Geotechnical Engineering Chalmers Univ. of Technology Chalmers Sweden.

4. Geotechnical Engineering Office (GEO). (2005). “Good practice in design of steel soil nails for soil cut slopes.” GEO Technical Guidance Note No. 23 Civil Engineering and Development Dept. The Government of the Hong Kong Special Administrative Region Hong Kong.

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