摘要
本文针对桩锚支护的施工特点,建立了施工过程的桩锚支护模型,并对施工阶段作用在桩锚支护上的坑壁水平位移进行了分析.采用高级编程语言matlab编写相应的计算程序,验证其结果,说明其正确性.
According to the construction characteristics of pile anchor supporting, established the construction process of the pile anchor support model, and the effect of the construction phase in pit horizontal displacement of pile anchor on is analyzed. By using advanced programming language Matlab and the corresponding calculation program, verify the results, show its correctness.
出处
《中国标准化》
2016年第15期184-184,共1页
China Standardization
关键词
深基坑
桩锚支护
施工阶段
水平位移
deep foundation pit pile anchor support construction stage
horizontal displacement
