Experimental Research on Pile-Soil Stress Ratio of Rigid Pile Composite Foundation in Shallow-Buried Rock and Soft Soil

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Experimental Research on Pile-Soil Stress Ratio of Rigid Pile Composite Foundation in Shallow-Buried Rock and Soft Soil

[Objective] Pile-soil stress ratio is a key parameter in the design of rigid pile composite foundations for shallow-buried rock and soft soil foundations, but the rules governing its value and influencing factors remain unclear. [Method] Based on a concrete sluice dam project, this study carried out...

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Bibliografiske detaljer
Hovedforfatter:	REN Jia-li, JIANG Ji-wei, HU Sheng-gang, CHEN Hang, YE Chen-hui
Format:	Article
Sprog:	kinesisk
Udgivet:	Editorial Office of Journal of Changjiang River Scientific Research Institute 2025-07-01
Serier:	长江科学院院报
Fag:	rigid pile composite foundation\|pile-soil stress ratio\|shallow-buried rock\|soft soil\|bearing characteristics
Online adgang:	http://ckyyb.crsri.cn/fileup/1001-5485/PDF/1752214636903-728742238.pdf
Tags:	Tilføj Tag Ingen Tags, Vær først til at tagge denne postø!

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