Study on the Anchor Anti-slide Pile

Reasonable space between piles,the built-in depth,the internal force and the deformation of piles in designing the anchor anti-slide piles is studied.It is point out that the minimum space must be comprehensive considered on the basis of the space between piles and anchors.For its built-in depth,it is not significance to improve the internal force and deformation only through adding the built-in depth.So,it can be satisfied with requirements for that if ground-bearing capacity around piles can be satisfied in that way.Last,some current principal methods about calculating internal force and deformation of anchor anti-slide piles is analyzed,and some main factors effecting shape distributed of internal force and deformation,and overall situation optimization design of anchor anti-slide piles is discussed.