Nonlinear Consolidation of Composite Foundations Reinforced with Pervious Concrete Piles: Analytical and Design-Oriented Solutions considering Porosity Effect

dc.contributor.author	Han, Bolin
dc.contributor.author	Cui, Xinzhuang
dc.contributor.author	Zeng, Hao
dc.contributor.author	Zhang, Xiaoning
dc.contributor.author	Jin, Qing
dc.contributor.author	Cao, Tiancai
dc.contributor.author	Lv, Wei
dc.contributor.author	Ma, Xiongying
dc.date.accessioned	2026-08-20T21:09:43Z
dc.date.available	2026-08-20T21:09:43Z
dc.date.copyright	2026/05/07
dc.date.issued	2026
dc.identifier.other	IJGNAI.GMENG-12830.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4314045
dc.description.abstract	Abstract Pervious concrete piles, which combine high strength with excellent permeability, have demonstrated significant advantages in ground improvement applications. However, the theoretical framework for consolidation in composite foundations ...
dc.publisher	American Society of Civil Engineers
dc.title	Nonlinear Consolidation of Composite Foundations Reinforced with Pervious Concrete Piles: Analytical and Design-Oriented Solutions considering Porosity Effect
dc.type	Journal Article
dc.journal.volume	26
dc.journal.issue	7
dc.journal.title	International Journal of Geomechanics
dc.identifier.doi	10.1061/IJGNAI.GMENG-12830
dc.journal.fristpage	04026126-1
dc.journal.lastpage	04026126-18
dc.page	18
dc.tree	International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 007
dc.contenttype	Fulltext