摘要
针对土钉与土体的相互作用的实际,建立了路基土钉支护加固的数值分析计算模型,通过分析计算评价不同长度的土钉支护加固效果,结合工程实例分析对路基土钉支护的设计、施工提出了一些建议。
For actual soil nail and soil interaction, established numerical analysis model of reinforced subgrade soil nailing support, evaluation of the effect of different lengths soil nailing by calculated and analyzied. With an engineering example some of the recommendations for the design and construction of the subgrade soil nailing have been proposed.
出处
《低温建筑技术》
2012年第8期118-120,共3页
Low Temperature Architecture Technology
基金
黑龙江省教育厅科学技术研究项目(11531302)
关键词
路基
土钉支护
边坡
有限元分析
subgrade
soil nailing
slope
finite element modeling
