摘要
在抗滑桩设计中,选择何种作用在桩身的滑坡推力的分布形式,直接影响结构内力的大小和结构尺寸。根据膨胀土边坡抗滑桩中的测斜管观测数据,假定了合力分布的不同形式,基于Winkler弹性地基梁方法开展反演计算并结合现行的支挡结构设计规范,认为抗滑桩所受合力的分布形式采用三角形分布较为合理,为相关涉及膨胀土边坡的支护设计提供参考。
In the design of anti-sliding pile, the selection of slide body thrust distribution directly influences the structural in-ternal force and size. According to observation data by inclinometer in anti-sliding pile in expansive soil slope, different thrust distributions are assumed. Through inversion calculation and analysis by Winkler elastic foundation beam with consideration of the present specifications for supporting and retaining structures, it is concluded that triangular distribution thrust of anti-sliding pile is more reasonable. The analysis result provides reference for related support design of expansive soil slope.
出处
《人民长江》
北大核心
2014年第6期43-45,共3页
Yangtze River
基金
"十二五"国家科技支撑计划项目"强膨胀土(岩)渠坡滑动破坏和膨胀变形规律研究"(2011BAB10B02)
关键词
膨胀土边坡
Winkler弹性地基梁
抗滑桩
反演
荷载分布
expansive soil slope
Winkler elastic foundation beam
anti-sliding pile
inversion
load distribution
