摘要
本文以具体案例为背景,首先计算滑坡的稳定安全系数和下滑力,然后设计出合理的桩板式挡土墙参数,并对其进行配筋,最终监测表明桩板式挡土墙可有效提高坡体稳定性。
Based on specific cases,this paper firstly calculated the stability safety factor and sliding force of landslide,and then designed reasonable parameters of pile type retaining wall,and reinforced it. The final monitoring shows that pile type retaining wall can effectively improve slope stability.
引文
[1]李科.高速公路沿线某单体滑坡稳定性分析[J].价值工程,2018(33):261-263.
[2]王恭先.滑坡学与滑坡防治技术[M].北京:中国铁道出版社,2004.
[3]豆红强,孙永鑫,王浩,等.桩板式挡土墙桩-板土压力传递特性的试验研究[J].工程科学与技术,2019,51(3):77-84.