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A platform for research: civil engineering, architecture and urbanism
Investigation of Pullout Capacity of Helical Soil Nail in Clay
https://orcid.org/http://orcid.org/0000-0003-0659-9707
https://orcid.org/http://orcid.org/0000-0002-0678-8244
https://orcid.org/http://orcid.org/0000-0002-8996-2374
This paper examines the ultimate bond strength of horizontally installed helical soil nails in clayey soil with varying geometry of model soil nails using the analytical model. The ultimate pullout strength of helical nail is determined using the analytical model in clayey soil. The assessment of ultimate bond capacity of model helical soil nails is determined with varying embedded depth ratios (Z/D). This paper also inspects pullout capacity for the single and multi-helical plates. From test results, it is found that as the embedded ratio (Z/Dh) increases the pullout resistance also increases.
Investigation of Pullout Capacity of Helical Soil Nail in Clay
https://orcid.org/http://orcid.org/0000-0003-0659-9707
https://orcid.org/http://orcid.org/0000-0002-0678-8244
https://orcid.org/http://orcid.org/0000-0002-8996-2374
This paper examines the ultimate bond strength of horizontally installed helical soil nails in clayey soil with varying geometry of model soil nails using the analytical model. The ultimate pullout strength of helical nail is determined using the analytical model in clayey soil. The assessment of ultimate bond capacity of model helical soil nails is determined with varying embedded depth ratios (Z/D). This paper also inspects pullout capacity for the single and multi-helical plates. From test results, it is found that as the embedded ratio (Z/Dh) increases the pullout resistance also increases.
Investigation of Pullout Capacity of Helical Soil Nail in Clay
https://orcid.org/http://orcid.org/0000-0003-0659-9707
https://orcid.org/http://orcid.org/0000-0002-0678-8244
https://orcid.org/http://orcid.org/0000-0002-8996-2374
This paper examines the ultimate bond strength of horizontally installed helical soil nails in clayey soil with varying geometry of model soil nails using the analytical model. The ultimate pullout strength of helical nail is determined using the analytical model in clayey soil. The assessment of ultimate bond capacity of model helical soil nails is determined with varying embedded depth ratios (Z/D). This paper also inspects pullout capacity for the single and multi-helical plates. From test results, it is found that as the embedded ratio (Z/Dh) increases the pullout resistance also increases.
Investigation of Pullout Capacity of Helical Soil Nail in Clay
Lecture Notes in Civil Engineering
Hau, Kong Kian (editor) / Gupta, Ashok Kumar (editor) / Chaudhary, Sandeep (editor) / Gupta, Tanmay (editor) / Sharma, Pankaj (author) / Rawat, Saurabh (author) / Gupta, Ashok Kumar (author)
Recent Advances in Structural Engineering and Construction Management ; Chapter: 58 ; 737-743
2022-09-28
7 pages
Article/Chapter (Book)
Electronic Resource
English
Laboratory study on pullout capacity of helical soil nail in cohesionless soil
| Online Contents | 2017
Laboratory study on pullout capacity of helical soil nail in cohesionless soil
| British Library Online Contents | 2017
| Taylor & Francis Verlag | 2022