A cavity expansion theory-based hyperbolic model for the pull-out force of a compaction-grouted soil nail

Author:

Li Yu,Ye XinyuORCID,Zhang Sheng,Wang Shanyong

Funder

National Natural Science Foundation of China

Hunan Provincial Natural Science Foundation

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference28 articles.

1. Skin friction of large-diameter piles socketed into rock;Carrubba;Can Geotech J.,1997

2. Cavity expansion in cohesive-frictional soils with limited dilation;Carter;Géotechnique,2022

3. Effect of strain rate and strain softening on the penetration resistance of spudcan foundations on clay;Hossain;Int. J. Geomech.,2009

4. Calculation model of pull-out resistance of soil nail with grout bulb considering compaction effect;Li;J. the China Railway Society.,2022

5. Vertical bearing capacity of tapered piles in sands using cavity expansion theory;Manandhar;Soils Found.,2013

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