Semiempirical Method for Estimation of Pullout Capacity of Grouted Soil Nails in Saturated and Unsaturated Soil Environments-Reference-Cited by-同舟云学术

Semiempirical Method for Estimation of Pullout Capacity of Grouted Soil Nails in Saturated and Unsaturated Soil Environments

Published:2013-11 Issue:11 Volume:139 Page:1934-1943
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gurpersaud Naresh¹,Vanapalli Sai K.²,Sivathayalan Siva³

Affiliation:

1. Project Manager, Geo-Foundations Contractors Inc., 302 Main Street North, Acton, ON, Canada L7J 1W9.

2. Professor and Chair, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5 (corresponding author).

3. Associate Professor, Dept. of Civil Engineering, Carleton Univ., Ottawa, ON, Canada K1S 5B6.

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.1943-5606.0000883

Reference40 articles.

1. American Petroleum Institute (API). (1990). “Recommended standard procedure for field testing water-based drilling fluids.” 13B-1 Dallas.

2. Anderson M. G. (1984). “Prediction of soil suction for slopes in Hong Kong.” GCO Publication No. 1/84 Geotechincal Control Office Hong Kong.

3. Soil nails field pullout testing: evaluation and applications

4. Nineteenth Canadian Geotechnical Colloquium: The soil-water characteristic curve: a historical perspective

5. Briaud J. L. and Tucker L. (1997). “Design and construction guidelines for down drag on uncoated and bitumen-coated piles.” Rep. 393 National Cooperative Highway Research Washington DC.

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