摘要
根据模型及试点工程原型试验对加筋土挡土墙各组成部分的受力及变形进行了分析,阐述了墙面侧压力、竖向应力、拉筋拉应力分布、墙面位移及拉筋似摩擦系数的有关规律,并对列车荷载作用的影响进行了分析和讨论。提供的试验资料对今后加筋土挡土墙的研究与设计具有参考价值。
Strength and deformation of all component parts of reinforced earth retaining wall at roadbed shoulder are analyzed on the basis of full-scale test and model test. Some relevant requlavities of lateral pressures,vertical stvesses,tension stress distribution on tensile bars,lateral displacement of the wall and coefficient of quasi-friction are described. And train load influences are also analyzed and discussed in this article. The test results are of great value for future studies and designs of reinforced earth retaining wall.
出处
《铁道学报》
EI
CSCD
北大核心
1994年第1期94-100,共7页
Journal of the China Railway Society
关键词
加筋土
挡土墙
载荷
铁路
路肩
reinforced earth,retaining wall,load,full-scale test