摘要
运用正交试验方法进行现场锚杆基本试验,定量地分析了影响土层锚杆抗拔力的主要因素,为工程设计参数取值提供可靠的依据.
A soil anchor basic test was performed by orthogonal test method at the site,the factors affecting the pulling resistance of soil anchor were quantitatively analyzed,and the design coefficients were provided.
出处
《五邑大学学报（自然科学版）》
CAS
2003年第1期27-29,共3页
Journal of Wuyi University(Natural Science Edition)
关键词
挡土墙
土层锚杆
抗拔力
正交试验
retaining wall
soil anchor
pulling resistance
orthogonal test
