Study of The Axial and Lateral Bearing Capacity of Bored Piles Affected by Liquefaction
S. E. Satilah,
H. C. Hardiyatmo,
I. Satyarno
Abstract:Liquefaction can lead to structural failure as it reduces the bearing capacity of building foundations. This phenomenon occurs in saturated sandy soils where pore water pressure increases, significantly decreasing effective soil stress. Evaluating the axial and lateral bearing capacity of bored piles affected by liquefaction is crucial to ensure the stability and performance of foundation systems. This study focuses on assessing the capabilities of bored piles in the Governor’s Office of Sulawesi Barat Provinc… Show more
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