摘要
以环环湖公路建设项目为依托工程,分析了以数值模拟的方法对比分析了锚索抗滑桩和倒h形抗滑桩在加固沿湖岸坡的效果。研究分析发现,采用倒h形抗滑桩对河湖岸坡边坡进行加固时,坡体滑动范围、位移量、桩身位移与桩身弯矩均处于较低水平,且支挡效果较好,由此可知,倒h形抗滑桩在加固沿湖岸坡方面具有一定的优越性。
Taking the slope of the lakeside as the supporting project,this paper compared and analyzed the effectiveness of anchor cable anti slip piles and inverted h-shaped anti slip piles in strengthening the bank slope along the lake using numerical simulation methods.Research has shown that when using inverted h-shaped anti-skid piles to reinforce riverbank slopes,the sliding range,displacement,pile displacement,and pile bending moment of the slope are all at a lower level,and the support effect is obvious,highlighting the superiority of inverted h-shaped anti-skid piles in strengthening riverbank slopes.
作者
鲁江涛
LU Jiang-tao(China Railway 18th Bureau Group Construction and Installation Engineering Co.,Ltd.,300308,Tianjin,China)
出处
《建筑技术》
2024年第9期1087-1089,共3页
Architecture Technology
关键词
倒h形抗滑桩
沿河岸坡
数值模拟
加固效果
inverted h-shaped anti-skid pile
along the riverbank slope
numerical simulation
reinforcement effect
