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arching effect
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对于桩承式加筋路堤,加筋改变了路堤底面的变形形态,不可避免地将对路堤变形模式与土拱效应产生影响。为了深入分析加筋的影响,利用开发的多沉陷门(Multi-trapdoor)试验装置和椭圆钢棒相似土填料,...
《中国公路学报》 2020年01期 关键词: "道路工程"," 桩承式路堤"," 沉陷门试验"," 加筋"," 土拱效应"," 相似土"," 荷载分担比" 收藏
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