Multiparameter Experimental Study on the Factor Contributions of Micropile Uplift Capacity Using Taguchi Approach
Author:
Funder
Defence Research and Development Organisation
Publisher
Springer Science and Business Media LLC
Subject
Polymers and Plastics,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40891-023-00468-5.pdf
Reference36 articles.
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2. Sabatini PJ, Tanyua B, Armour T, Groneck P, Keeley J (2005) Micropile design & construction. Department of Transportation Washington. US
3. Babu GLS, Murthy BS, Murthy DSN, Nataraj MS (2004) Bearing capacity improvement using micropiles: a case study. Reston VA. https://doi.org/10.1061/40713(2004)14
4. Moayed RZ, Naeini SA (2012) Imrovement of loose sandy soil deposits using micropiles. KSCE J Civ Eng 16(3):334–340. https://doi.org/10.1007/s12205-012-1390-2
5. Larsson K, Jog D (2014) Performance of micropiles used to underpin highway bridges. J Perform Constr Facil 28(3):592–607. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000426
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2. Guest Editorial for the Special Issue on “Recent Advances in Ground Engineering”;International Journal of Geosynthetics and Ground Engineering;2023-08
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