Effect of nail’s orientation and length on soil-nailed retaining structures’ stability
Author:
Affiliation:
1. Department of Civil Engineering, Bandar Abbas Branch, Islamic Azad University, Bandar Abbas, Iran
Publisher
Deep Foundations Institute
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19375247.2017.1416569
Reference15 articles.
1. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods
2. Slope stability analysis by strength reduction
3. Behavior of a 31m high excavation supported by anchoring and nailing in residual soil of gneiss
4. Numerical study on the optimum layout of soil–nailed slopes
5. An integrated SRM-multi-gene genetic programming approach for prediction of factor of safety of 3-D soil nailed slopes
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2. Strengthening of Slope by Soil Nailing Using Finite Difference and Limit Equilibrium Methods;International Journal of Geosynthetics and Ground Engineering;2021-08-27
3. Prefailure Deformation of Nailed Deep Excavations under Surcharge by Centrifuge Model Test;Advances in Civil Engineering;2021-08-25
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