一种高切坡超前支护桩的作用机制

高切坡超前支护桩能有效地抑制边坡的变形,确保开挖边坡的稳定性。但常规钢筋混凝土超前支护桩的刚度大,导致施加在桩体上的土压力较大,为解决这一问题,提出在超前支护桩体靠山侧设置一层EPS垫层材料以降低超前支护桩与变形坡体之间的作用力。采用数值分析方法,研究了EPS垫层材料类型、厚度、刚度对超前支护桩土压力、桩身变形以及桩身内力的影响,揭示了EPS垫层材料对超前支护桩作用机制的影响。研究结果表明:EPS垫层的厚度和密度对超前支护桩桩土共同作用有显著影响。超前支护桩后布置的EPS垫层厚度越大,超前支护桩上的土压力越小,桩身位移越小,桩身内力越小;超前支护桩后布置的EPS垫层密度越小,超前支护桩上的土压力越小,桩身位移越小,桩身内力越小。

Study on the Mechanism of a Kind of Pre-reinforced Pile

Pre-reinforced pile in high cutting slope can reduce the displacement of the slope and ensure the stabilization of the slope. Because of the largely structural stiffness of concrete pre-reinforced pile, the earth pressure acting on pile increase. In order to settle this problem, in this paper, we propose to set a layer of EPS backs on to the pre-reinforced pile to decrease the interaction force of pre-reinforced piles. Finite element analysis software of ANSYS is used to analysis the value and distribution of displacement, shearing force and bending moment acted on the pre-embedded pile with different thickness and types of EPS backs on to the pre-reinforced pile. The results show that the thickness and types of EPS have large effected on pre-reinforced piles. With the thickness of EPS increasing, the earth pressure acting on pile decreased, the displacement of pre-reinforced pile decreased, the inner force of pre-reinforced pile decreased. With the density of EPS increasing, the earth pressure acting on pile decreased increased, the displacement of pre-reinforced pile increased, the inner force of pre-reinforced pile increased.