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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...

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Detalles Bibliográficos
Autores principales: Wang, Qiongyi, Niu, Yungang, Ma, Fenghai, Lu, Shasha
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2023
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

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