摘要
文章基于有限强度方法对闸坝软土地基加筋挡墙变形值进行计算。计算结果表明:通过实际变形监测数据验证,有限强度方法对闸坝软土地基加筋挡墙变形计算误差<15%,具有较高的计算精度,可在实际闸坝软土地基加筋挡墙变形计算中进行应用。
The deformation value of the reinforced retaining wall of the soft soil foundation of the sluice dam is calculated based on the finite strength method.The calculation results show that the calculation error of the reinforced retaining wall on the soft soil foundation of the gate and dam by the finite strength method is less than 15%through the verification of the actual deformation monitoring data.It has high calculation accuracy and it can be used to calculate the deformation of reinforced retaining wall in soft soil foundation of sluice dam.
作者
赵波
ZHAO Bo(Liaoning Zelong Water Conservancy Industry Co.,Ltd.,Shenyang 110003,China)
出处
《黑龙江水利科技》
2021年第4期58-61,共4页
Heilongjiang Hydraulic Science and Technology
关键词
有限强度方法
闸坝软土地基
加筋挡墙
变形值计算
finite strength method
soft soil foundation of gate and dam
reinforced retaining wall
calculation of deformation value
