江淮水利科技2026，Vol.21Issue(2)：32-37,6.DOI:10.20011/j.cnki.JHWR.202602006
黏土中锚片埋深对螺旋桩水平承载特性的影响
Influence of anchor plate embedment depth on the horizontal bearing characteristics of screw piles in clay
朱林灏1
作者信息
- 1. 安徽省·水利部淮河水利委员会水利科学研究院,安徽 合肥 230088||安徽省建筑工程质量监督检测站有限公司,安徽 合肥 230088
- 折叠
摘要
Abstract
In order to further reveal the influence of anchor plate burial depth on the horizontal bearing capacity characteristics of screw piles in clay,taking the clay geological conditions of the Huaibei Plain as an example,a numerical model was established based on the ABAQUS software to analyze the horizontal bearing capacity characteristics of screw piles under different anchor plate burial depths,including the horizontal ultimate bearing capacity,piles body lateral displacement,and soil displacement response around the pile at different burial depths.The results showed that the anchor plate burial depth(z/D)had a significant influence on the horizontal bearing capacity characteristics of screw piles.There was a critical depth for the anchor plate burial depth in clay,and the influence of the anchor plate on the horizontal bearing capacity could be ignored after exceeding the critical depth.The research results can provide a reference for expanding the application of screw piles.关键词
螺旋桩/埋深/数值模型/水平承载特性/临界深度Key words
screw pile/burial depth/numerical model/horizontal bearing capacity/critical depth分类
建筑与水利引用本文复制引用
朱林灏..黏土中锚片埋深对螺旋桩水平承载特性的影响[J].江淮水利科技,2026,21(2):32-37,6.
