Estimation of Maximum Pullout Shear Stress of Grouted Soil Nails Using Bayesian Probabilistic Approach-Reference-Cited by-同舟云学术

Estimation of Maximum Pullout Shear Stress of Grouted Soil Nails Using Bayesian Probabilistic Approach

Published:2013-10 Issue:5 Volume:13 Page:659-664
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhou Wan-Huan¹,Yuen Ka-Veng²,Tan Fang³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Faculty of Science and Technology, Univ. of Macau, Macau, China.

2. Professor, Dept. of Civil and Environmental Engineering, Faculty of Science and Technology, Univ. of Macau, Macau, China (corresponding author).

3. Ph.D. Student, Dept. of Civil and Environmental Engineering, Faculty of Science and Technology, Univ. of Macau, Macau, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000259

Reference23 articles.

1. Model Selection Using Response Measurements: Bayesian Probabilistic Approach

2. Analytical Study on Progressive Pullout Behavior of a Soil Nail

3. Soil–Nail Pullout Interaction in Loose Fill Materials

4. Pun W. K. and Shiu Y. K. (2007). “Design practice and technical developments of soil nailing in Hong Kong.” Proc. HKIE Geotechnical Division 27th Annual Seminar Hong Kong Institution of Engineers Hong Kong 197–212.

5. Schlosser F. (1982). “Behaviour and design of soil nailing.” Proc. Int. Symp. on Recent Developments in Ground Improvement Techniques Asian Institute of Technology Bangkok Thailand 399–413.

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