论文部分内容阅读
通过室内土工试验及原位土锚测试,提出了剪力模型,确定了土锚承载能力及位移量对时间的依赖关系。并推荐了确定土锚蠕变量和松弛量的方法。对于指导工程应用和设计有重要作用。
Through the indoor soil test and the in-situ soil anchor test, a shear force model was proposed to determine the time-dependent relationship between the bearing capacity of the soil anchor and displacement. And recommended methods to determine the soil anchor creep and slack. It plays an important role in guiding the application and design of the project.