Root piles exhibit favorable bearing characteristics, rendering them suitable for the
foundation of offshore wind power facilities to withstand uplift loads. This study compared the …

This paper presents a field test investigation on the behaviours of a belled energy pile after
three heating-cooling cycles (3–35° C). The belled energy pile (D= 1.2 m, L= 14.0 m) was …

Abstract Bored Pile of Constrained Grouting Expansion (BPCGE) is a new type of pile that
combines grouting, compression, and expansion technologies. However, there is still …

Root foundation is a new type of bio-inspired foundation, which has a broad application
prospect in the development and construction of China's South China Sea area due to its …

Bored pile of constrained grouting expansion (BPCGE) is a novel pile type that integrates
the confined grout, compression, and expansion processes. However, its vertically …

Root piles with good load-bearing characteristics can be used as foundations for offshore
wind power facilities. By conducting model tests on root piles with varying numbers of root …

The buoyancy resistance of underground structures is increasingly important, emphasizing
the need to control deformation under these conditions. Uplift-resistant, belled uplift piles are …

In collapsible loess sites, large-scale collapsible settlement may occur after water
immersion, which will reduce the bearing capacity of existing highway bridge pile …

In this paper, the new type of Pressure-cast-in-situ pile with spray-expanded frustum (PPSF)
developed by the authors is composed of pile body, ribbed plate, and expanded body with …

With the development of ultrahigh voltage transmission line construction in northwest China,
an increasing number of overhead transmission lines are crossing the loess regions …