摘要
通过室内模型试验对加筋土挡墙在不同条件下的变形进行了研究。结果表明:通过加筋能明显提高挡土墙的稳定性和承载力;面板刚度、填土性质、加筋量是影响碎石土加筋效果的重要因素;填料的物理性质不同,柔性面板挡土墙的破坏方式也不同。
The deformation of reinforced soil bulkhead in different conditions has seen studied by indoor experiment. Results indicate reinforcements can remarkably increase stability and bearing capacity of bulkhead ; panel regidity, nature of filled earth and quartity of reinforcements are an important factors influencing the effect of reinforced soil - macadam; failed way of flexsible panel bulkhead is different with different physical property of the filler.
出处
《北方交通》
2009年第10期17-20,共4页
Northern Communications
关键词
模型试验
土工格栅
加筋土挡墙
面板
Mode experiment
Earthwork grill
Reinforced soil bulkhead
Panel
