Field Test of Excess Pore Water Pressure at Pile–Soil Interface Caused by PHC Pipe Pile Penetration Based on Silicon Piezoresistive Sensor

Prestressed high-strength concrete (PHC) pipe pile with the static press-in method has been widely used in recent years. The generation and dissipation of excess pore water pressure at the pile–soil interface during pile jacking have an important influence on the pile’s mechanical characteristics an...

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Detalles Bibliográficos
Autores principales: Wang, Yonghong, Liu, Xueying, Zhang, Mingyi, Yang, Suchun, Sang, Songkui
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7284731/
https://www.ncbi.nlm.nih.gov/pubmed/32429347
http://dx.doi.org/10.3390/s20102829

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7284731/
https://www.ncbi.nlm.nih.gov/pubmed/32429347
http://dx.doi.org/10.3390/s20102829

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