Negative Effect of Installation on Performance of a Compaction-Grouted Soil Nail in Poorly Graded Stockton Beach Sand-Reference-Cited by-同舟云学术

Negative Effect of Installation on Performance of a Compaction-Grouted Soil Nail in Poorly Graded Stockton Beach Sand

Published:2020-08 Issue:8 Volume:146 Page:04020061
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ye Xinyu¹,Wang Shanyong²^ORCID,Li Qiang³^ORCID,Zhang Sheng⁴^ORCID,Sheng Daichao⁵

Affiliation:

1. Lecturer, School of Civil Engineering, Central South Univ., Changsha 410075, China.

2. Professor, Australian Research Council Centre of Excellence for Geotechnical Science and Engineering, Faculty of Engineering and Built Environment, Univ. of Newcastle, University Dr., Callaghan, NSW 2308, Australia (corresponding author). ORCID: .

3. Director, Dept. of Construction Administration, Beijing Daxing International Airport, Beijing 102602, China. ORCID:

4. Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China. ORCID:

5. Professor, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Ultimo, NSW 2007, Australia.

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%29GT.1943-5606.0002301

Reference32 articles.

1. Ajalloeian R. H. S. Yu and M. A. Allman. 1996. “Physical and mechanical properties of Stockton Beach sand.” In Proc. 7th Australia New Zealand Conf. on Geomechanics: Geomechanics in a Changing World 60–65. Barton Australia: Institution of Engineers Australia.

2. Cartier G. and J. P. Gigan. 1983. “Experiments and observations on soil nailing structures.” In Proc. European Conf. on Soil Mechanics and Foundation Engineering edited by H. G. Rathmayer and K. H. O. Saari 473–476. Rotterdam Netherlands: Elsevier.

3. Franzen G. 1998. “Soil nailing a laboratory and field study of pull-out capacity.” Ph.D. thesis Dept. of Geotechnical Engineering Chalmers Univ. of Technology.

4. Experimental Study on the Influence of Drillhole Roughness on the Pullout Resistance of Model Soil Nails

5. Dilatancy and Strength of an Unsaturated Soil-Cement Interface in Direct Shear Tests

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