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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Principais autores:	Yonghong Wang, Xueying Liu, Mingyi Zhang, Suchun Yang, Songkui Sang
Format:	Artigo
Jezik:	Inglês
Izdano:	MDPI AG 2020-05-01
Serija:	Sensors
Teme:	PHC pipe pile pile jacking pile–soil interface excess pore water pressure field test
Online dostop:	https://www.mdpi.com/1424-8220/20/10/2829
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