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浅析土工格栅加筋边坡双斜块破裂面计算理论

Analysis of Theory of Two-part Wedge Broken Surface with Geogrid Slope
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摘要 土工格栅广泛地应用于各种建设工程中,针对黄土地区的路基分析,介绍了一种有别于传统的破裂面的计算方法,即双斜块计算理论.对此理论的原理进行了分析和推导,并以此计算了某个实际工程的数据,最后与FLAC软件计算结果进行对比,得到较为满意结果. Geogrid is put into wide application in many construction projects. This paper introduces another analytic method that is mostly applied in some loess area, that is two-part wedge theory. We analyze and figure its principle and calculate an actual project, of which result is resemble with result of FLAC, we get good result.
作者 刘伟 陶连金
出处 《合肥学院学报(自然科学版)》 2007年第3期41-43,共3页 Journal of Hefei University :Natural Sciences
基金 合肥学院2007年自然科学基金项目(07KY007ZR)资助
关键词 土工格栅 双斜块计算理论 FLAC Geogrid two-part wedge theory FLAC
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