介玉新. 2010: 加筋高边坡及计算方法. 工程地质学报, 18(S1): 263-267.
    引用本文: 介玉新. 2010: 加筋高边坡及计算方法. 工程地质学报, 18(S1): 263-267.
    JIE Yuxin. 2010: HIGH REINFORCED SOLPE AND RELATED COMPUTATION METHOD. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 263-267.
    Citation: JIE Yuxin. 2010: HIGH REINFORCED SOLPE AND RELATED COMPUTATION METHOD. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 263-267.

    加筋高边坡及计算方法

    HIGH REINFORCED SOLPE AND RELATED COMPUTATION METHOD

    • 摘要: 采用加筋土技术能够减少高填方的占地,对西部开发具有重要意义。由于填方高度较大,对筋材的强度和延伸性,加筋土的计算方法都提出了挑战。论文分析了加筋土边坡稳定分析的计算原理,探讨了有限元计算中针对加筋土的不同处理方法的优缺点,重点介绍了等效附加应力法及其改进,提出了等效附加应力法应变比例系数的计算方法,使得该方法在筋土变形不协调时也能够进行计算。论文也分析了加筋高边坡中其它需要注意的问题。

       

      Abstract: Use of reinforced soil technology is of great significance for Western China to reduce the land occupation of high embankment.With the increase of the fill height,the strength and extensibility of the reinforcement,as well as the analysis method is facing challenges.In this paper,the author studied the principle of stability analysis of reinforced slope,discussed the advantages and disadvantages of different approaches to simulating the effect of reinforcement by finite element method(FEM),focusing on the equivalent additional stress method and its improvement.The author put forward the calculation method of strain ratio coefficient,which makes the method being still feasible in the case of incompatible deformation occurs between reinforcement and soil.In addition,the author discussed other key issues involved in the high reinforced slope.

       

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