Abstract: Enzyme-induced carbonate precipitation (EICP) has been described as a bioinspired solution for ameliorating the mechanical properties of soil by precipitating calcium carbonate to bond sand particles. This study investigates ...

Abstract: Punching shear capacity is an important parameter in designing structural elements. Accurate estimation of punching shear capacity typically requires rigorous calculation schemes. Especially for fiber-reinforced slabs, ...

Abstract: A technique to predict the response of laterally loaded battered piles in sandy soils is developed based on soil–pile interaction. The proposed method employs the concepts of the strain wedge (SW) model, which were originally ...

Abstract: Biological soil improvement techniques, such as enzyme-induced calcium precipitation (EICP), have attracted increasing attention as a sustainable and durable solution for ground improvement. However, recent life-cycle ...