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锚拉刚性桩锚索预应力取值试算法

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在预应力锚索抗滑桩的设计计算中,锚索初始预应力的取值对抗滑桩的内力调整、桩顶位移控制及长期工作状态下锚索拉力大小均存在较大影响.本文在总结已有的锚索预应力计算方法的基础上,结合锚索-抗滑桩的变形协调原理,提出了试算法的基本思路.利用Matlab平台编制计算软件,求解变形协调方程,得到与不同初始预应力对应的锚索拉力,再根据锚索拉力增量变化曲线、抗滑桩弯矩变化曲线、桩顶位移控制等条件综合确定锚索初始预应力值,其值约为抗滑桩滑坡推力的11%.
Trial Calculation Method for Pre-stress Value of Anchor Cable in Rigid Anchor Pile
In the design and calculation of pre-stressed anchor anti-sliding piles,the initial pre-stress value of the anchor cable has a significant impact on the internal force adjustment of the anti-sliding pile,the control of pile top displacement,and the magnitude of the anchor cable tension under long-term working conditions.Therefore,based on the summary of existing methods for calculating the pre-stress of anchor cables,this article would propose the basic idea of the trial calculation method by combining the deformation coordination principle of anchor cables and anti-sliding piles.Using Matlab platform to develop calculation software,solve the deformation coordination equation,and obtain the anchor tension corresponding to different initial pre-stress.Based on the incremental change curve of anchor cable tension,the bending moment change curve of anti-sliding pile,and the control of pile top displacement,the initial pre-stress value of the anchor cable could be determined comprehensively,which was about 11%of the landslide thrust of the anti-sliding pile.

anchor pileinitial pre-stress of anchor cabletrial calculation methodanchor cable tensiondeformation coordinationlandslide thrust

龚道平、王泗、方强、李慧丽、胡新红

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湖南省交通规划勘察设计院有限公司,长沙 410200

锚索桩 锚索初始预应力 试算法 锚索拉力 变形协调 滑坡推力

湖南省交通厅科技项目

202120

2024

铁道建筑
中国铁道科学研究院

铁道建筑

北大核心
影响因子:0.623
ISSN:1003-1995
年,卷(期):2024.64(8)