In-situ test study on compressive bearing capacity of PHC pipe pile post grouting in alluvial strata of the lower Yellow River

ObjectivesTo solve the problems of poor soil squeezing effect and low side resistance of PHC pipe piles caused by short deposition time and high sensitivity of alluvial strata in the lower reaches of the Yellow River，an experimental study on the compressive bearing capacity of PHC pipe piles after g...

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Detalles Bibliográficos

Principais autores:	Shao Guangbiao, Fu Tangguo, Jiang Tianqi, Chen Linlin, Liu Yuewei
Formato:	Artigo
Idioma:	Chinês
Publicado:	Academic Publishing Center of HPU 2026-07-01
Series:	河南理工大学学报. 自然科学版
Assuntos:	alluvial strata in the lower reaches of the yellow river phc pipe piles pile-end post-grouting combined pile-end and pile-side post grouting in-situ test compressive bearing characteristics
Acceso en liña:	https://xuebao.hpu.edu.cn/info/11224/97415.htm
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