Cyclic and Postcyclic Pullout Resistance of Soil Nail
Author:
Affiliation:
1. Graduate (Geotechnics), Dept. of Civil Engineering, Tarbiat Modares Univ., Tehran 14115-397, Iran.
2. Assistant Professor (Geotechnics), Dept. of Civil Engineering, Tarbiat Modares Univ., Tehran 14115-397, Iran (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8493
Reference31 articles.
1. Observed Long-Term Performance of Geosynthetic Walls and Implications for Design
2. Bhuiyan, M. Z. I., S. Wang, J. P. Carter, and T. M. Raka. 2020. “An Innovative Driven Soil Nail (x-Nail): A promising alternative to conventional soil nails.” In Proc., Geo-Congress: Engineering, Monitoring, and Management of Geotechnical Infrastructure, Geotechnical Special Publication 316, edited by J. P. Hambleton, R. Makhnenko, and A. S. Budge, 383–393. Reston, VA: ASCE.
3. The influence of a cyclic loading history on soil-geogrid interaction under pullout condition
4. HDPE geogrid-residual soil interaction under monotonic and cyclic pullout loading
5. Pullout resistance of single and double nails in a model sandbox
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