Abstract: Abstract The postgrouting technique significantly enhances the conditions at the pile–soil interface. This paper conducted on-site static load tests on large-diameter bored piles that were treated with tip grouting, side ...

Abstract: Abstract This study investigates the load transfer mechanism of ultralong, large-diameter cast-in-place piles before and after grouting, aiming to clarify the displacement characteristics required for full mobilization of ...

Abstract: To improve the application of uplift piles, the calculation method for ultimate bearing capacity is analyzed to study the significant difference between the calculation and test values of bearing capacity. The computational ...

Abstract: Abstract Deck arch bridges are a suitable structural solution for spanning V-shaped valleys. Pile foundations at arch seats of these bridges are typically subjected to lateral loads in the uphill direction, demonstrating ...

Abstract: Abstract With the development of urban modernization, the excavation of foundation pits near other existing buildings is increasing, which may influence the normal use of adjacent engineering piles and affect the safety ...