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

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 007:;page 04026126-1
    Author(s): Han, Bolin; Cui, Xinzhuang; Zeng, Hao; Zhang, Xiaoning; Jin, Qing; Cao, Tiancai; Lv, Wei; Ma, Xiongying
    Publisher: American Society of Civil Engineers
    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 ...
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