The Influence of Pile Shaft Distributed Grouting on the Horizontal Load Response of Rectangular Piles
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-2727-3.pdf
Reference22 articles.
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2. Behloul D, Moussai B, Rafa, SA (2023) Numerical analysis of laterally loaded barrette foundation. Soils and Rocks 46(1):1–8, DOI: https://doi.org/10.28927/SR.2023.002122
3. Choi YS, Basu D, Salgado R, Prezzi M (2013) Response of laterally loaded rectangular and circular piles in soils with properties varying with depth. Journal of Geotechnical and Geoenvironmental Engineering 140(4):04013049, DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0001067
4. Choi YS, Prezzi M, Salgado R, Basu D (2015) Study on laterally loaded piles with rectangular and circular cross sections. Geomechanics and Geoengineering 10(2):139–152, DOI: https://doi.org/10.1080/17486025.2014.902119
5. El Gendy MM, Ibrahim HMH, El Arabi IA (2020) Developing the composed coefficient technique for analyzing laterally loaded barrettes. Innovative Infrastructure Solutions 5(2), DOI: https://doi.org/10.1007/s41062-020-00294-y
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