摘要
通过钉锚结合支护的模型试验，对边坡土体的位移场、应变场和应力场及土钉土锚轴力分布规律进行了研究，并对钉锚结合支护的机理进行了一定的阐述．
Based upon the laboratory tests of nail anchored bracing,the distribution laws of the displacement,strain and stress field in the excavating slope and the axial stress in the soil nailing and anchor,are researched.The rule of nail anchored bracing is also described.
出处
《武汉水利电力大学学报》
CSCD
1999年第1期73-77,共5页
Engineering Journal of Wuhan University
基金
高等学校博士学科点专项科研基金
关键词
土锚
土钉
模型试验
钉锚结合
支护
soil nailing
soil anchor
nail anchored bracing
model test
