Analysis of Mechanism for h Type of Anti-Sliding Piles

h type of anti-sliding pile as a new sliding bracing structure have many advantages, such as larger lateral rigidity, more anti-sliding force ability, more stably and easy constructed. However, the mechanism of h type of anti-sliding piles is very complex, and the action of soil around the double pile can not solve directly, few design theory and analysis method is mature. aiming at the deficiency of h type of anti-sliding piles, this paper present a new method to research the structure characteristics and analysis of the effects of a cantilever length for h type of anti-sliding pile. At last, the comprehensive evaluation of this structure show that Mechanical properties of h type of anti-sliding pile is much better than portal anti-sliding piles and should be used in the similar engineering.