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Sensitivity analysis of counterweight double-row pile deformation to weak stratum parameters
In order to investigate the sensitivity of weak soil parameters on the deformation of balanced double-row piles, a case study was conducted in a deep foundation pit project in Shenzhen City. A variety of analysis methods, including numerical simulation, field measurements, orthogonal experiments, an...
| Autores principales: | , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Nature Publishing Group UK
2023
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10667500/ https://www.ncbi.nlm.nih.gov/pubmed/37996558 http://dx.doi.org/10.1038/s41598-023-47473-2 |