Investigation of Pullout Capacity of Helical Soil Nail in Clay
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-4040-8_58
Reference18 articles.
1. Rawat, S., & Gupta, A. K. (2016). Analysis of nailed soil slope using limit equilibrium and finite element methods. IInternational Journal of Geosynthetics and Ground Engineering, 2(4), 34. https://doi.org/10.1007/s40891-016-0076-0.
2. Rawat, S., & Gupta, A. K. (2016b). An experimental and analytical study of slope stability by soil nailing. Electronic Journal of Geotechnical Engineering, 21(17), 5577–5597. https://doi.org/10.1007/s40891-016-0076-0.
3. Rawat, S., & Gupta, A. K. (2017a). Testing and modeling of screw nailed soil slopes. Indian Geotechnical Journal, 48(1), 52–71. https://doi.org/10.1007/s40098-017-0229-7.
4. Rawat, S., & Gupta, A. K. (2017). Numerical modellingof pullout of helical soil nail. Journal of Rock Mechanics and Geotechnical Engineering, 9(4), 648–658. https://doi.org/10.1016/j.jrmge.2017.01.007.
5. Rawat, S., Gupta, A. K., & Kumar, A. (2017). Pullout of soil nail with circular discs: A three-dimensional finite element analysis. J Rock MechGeotechnEng, 9, 967–980. https://doi.org/10.1016/j.jrmge.2017.05.003.
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