The branch pile is a potential regnant choice of anti-floating measures in underground
structures, however the theoretical solution suitable for the uplift bearing capacity (UBC) of …

In recent years, the emergence of the squeezed branch pile has presented a new avenue for
civil engineering, offering a distinctive structure and favorable mechanical characteristics …

用有限元法对竖向桩顶荷载作用下DX 桩桩周土的应力变形及桩身荷载传递特点进行了数值分析
. 给出了桩周土体的应力位移等值线, 分析了扩径体数量, 间距及形状对DX 桩承载性能的影响 …

Root pile is a new type of pile that improves the load carrying capacity by roots penetrating
into soils. To carry out the nonlinear settlement analysis of such a root pile in multilayered …

Small-scale model specimens of concrete expanded plates at a scale of 1: 5 were prepared
based on the normal sizes of squeezed branch piles used in engineering applications. Load …

This chapter, first analyses the physical modeling of pile foundation. Discussions focus on
boundary conditions and monitoring techniques in order to represent the field conditions …

Pile foundations are usually recommended when soil capacity is not sufficient for the
expected loads of the structure with conventional foundation techniques. While the case. of …

Finite element method could be used in the soil-structure interaction analysis. The stiffness
of soil and structure are determined by their constitutive relationships. Generally, soil has a …