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路基拓宽加筋边坡室内静载模型实验分析
引用本文:贾圣东.路基拓宽加筋边坡室内静载模型实验分析[J].西部交通科技,2009(10):39-43.
作者姓名:贾圣东
作者单位:贵州高速公路开发总公司,贵州,贵阳,550004
摘    要:文章结合实体模型实验原理及实验目的,介绍了模型实验的步骤,并通过对新老路基拓宽加筋边坡室内静载模型实验结果的分析,得出新老路基不协调变形的特征及有关路基性能指标的变化规律,为相关理论机理研究和处治措施提供参考。

关 键 词:道路工程  路基拓宽  加筋边坡  静载模型试验

The Analysis of Indoor Static Load Model Test on Roadbed Widening
JIA Sheng-dong.The Analysis of Indoor Static Load Model Test on Roadbed Widening[J].Western China Communication Science & Technology,2009(10):39-43.
Authors:JIA Sheng-dong
Institution:JIA Sheng-dong (Guizhou Highway Development Company, Guiyang, Guizu, 550004)
Abstract:Combined with the experimental principle and purpose of physical modeling,the article introduces the model developing procedure.Through the analysis of indoor static load model test on new and old roadbed widening, the article con - cludes the new and old roadbed deformation characteristics and other roadbed per - forrnance indicators. This provides reference to related theoretical research and treatment measure.
Keywords:Road works  Roadbed widening  Reinforced slope  Static load model test
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