The shear constitutive model is important for the analysis of the interface shear deformation
mechanism. In this study, five statistical distributions, including four that have never been …

The shearing performance and strength of the interface between rock foundations and
structural concrete is a key issue for safety estimation in geotechnical engineering …

Based on the random distribution patterns of rock fragmentation (RF), a concrete–rock shear
model (CRSM) considering RF was developed through the application of statistical theory …

Post-grouting technology is widely used to increase the ultimate bearing capacity and
decrease the settlement of bored piles. The post-grouting pile is designed according to …

To get an accurate bearing capacity of a postgrouting pile, the range of grout diffusion
should be considered in practice. Considering the time-dependent behavior of power-law …

A load transfer model for vertically loaded bored piles in sea reclamation areas with gravel is
proposed in this paper. The focus is on quantifying the mobilization of pile-side friction …

The design and construction of cast-in situ piles rely heavily on the proper evaluation of the
end-bearing and skin friction behavior of piles by in situ loading test. In this study, distributed …

Rock-socketed pile is widely used in coastal wharf, Marine bridge, and Marine power
engineering, and the end bearing function is considered more in the design process …

In order to obtain lower coal seam mining of roof breaking characteristic and the law of mine
pressure appearance in the close distance coal seams, this paper takes working face 6101 …

This paper studies the time-dependent behavior of a pile drilled in layered saturated
viscoelastic rock-soil mass due to a vertical load. By virtue of the finite element method …