Geotechnical and Geological Engineering | 2021

Laboratory Investigation of Pullout Behavior of Open-Ended Pipe Helical Soil Nail in Frictional Soil

 
 
 

Abstract


In the present work, an experimental study has been conducted to investigate the pullout behavior of helical soil nails fabricated using a hollow pipe with an open end. The main objective of the study is to evaluate the contribution of soil plugging during torque installation and progressive pullout of open-ended helical soil nail (OPHN). The OPHN is installed in a model tank filled with cohesionless soil and subjected to pullout testing. Five different combinations of OPHN varying in shaft diameter (d), helix diameter (D h ), and the number of helices have been used. The test results show that with an increase in D h /d ratio and surcharge pressure, both installation torque and peak pullout capacity increases. For OPHN, pullout capacity is related to installation torque by a torque coefficient (K t ) varying from 28.12 to 53.3\xa0m āˆ’1 . The effect of soil plugging is examined in terms of plug length ratio depicting values from 0.19 to 0.28 and constituting 12% of total mobilized shaft friction. The results also depict that installation torque and pullout increase with increasing plug length which depends on ā€˜dā€™ and is independent of the number of helices. Smaller soil plug length corresponds to higher axial strains during the pullout of OPHN.

Volume None
Pages 1-12
DOI 10.1007/s10706-020-01666-y
Language English
Journal Geotechnical and Geological Engineering

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