摘要
本文对加筋土挡墙在主动极限状态下的破裂面进行了模型试验研究与分析 ,得出了在主动极限状态下加筋土挡墙破裂面的位置与形状。建议对加筋土挡墙后的破裂面进行修正。
The research and analysis of m o del tests have been put forward on the break ing surface of the reinforced earth retaini ng wall under the initiative limiting state ,and the position and shape of these breaki ng surfaces are obtained.It is suggested th at the breaking surface on the back of theba ck of the reinforced earth retaining wall sho uld be repaired.
出处
《铁道工程学报》
EI
2001年第3期125-128,共4页
Journal of Railway Engineering Society
关键词
加筋土挡墙
裂缝深度
裂缝方向
破裂面
模型试验
reinforced earth retaining wall
cracking depth
cracking direction
br eaking surface
model test
