Influence of Critical Parameters on the Peak Pullout Resistance of Soil Nails Under Different Testing Conditions

Author:

Hong Cheng-YuORCID,Liu Zi-Xiong,Zhang Yi-Fan,Zhang Meng-Xi,Borana Lalit

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

Reference21 articles.

1. Gurpersaud N (2010) The influence of matric suction on the pull-out capacity of grouted soil nails. Carleton University, Ottawa

2. Lin P, Bathurst RJ, Javankhoshdel S, Liu J (2016) Statistical analysis of the effective stress method and modifications for prediction of ultimate bond strength of soil nails. Acta Geotechnica 12:1–12

3. Saran S, Mittal S, Gosavi M (2005) Pseudo static analysis of nailed vertical excavations in sands. Indian Geotech J 35:401–417

4. Bayoumi A, Bobet A, Lee J (2008) Pullout capacity of a reinforced soil in drained and undrained conditions. Finite Elem Anal Des 44:525–536

5. Gurpersaud N, Vanapalli SK, Sivathayalan S (2011) Pull-out capacity of soil nails in unsaturated soils. In: Pan-Am CGS Geotechnical Conference. p 1–8

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