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土工格栅加筋挡土墙拉筋应变的实测与有限元分析
引用本文:孙吉书,YANG Chun-feng,窦远明,郝舒微.土工格栅加筋挡土墙拉筋应变的实测与有限元分析[J].内蒙古公路与运输,2008(3):4-7.
作者姓名:孙吉书  YANG Chun-feng  窦远明  郝舒微
作者单位:1. 河北工业大学土木工程学院,天津,300401
2. 河北省邢台市高速公路管理处
摘    要:结合实际工程的建设,实测了土工格栅加筋挡土墙不同填土高度时的拉筋应变;同时,应用ADINA非线性有限元软件,对土工格栅加筋挡土墙的拉筋应变进行了有限元数值计算与分析。结果表明:有限元计算值与实测结果相一致,证明了ADINA有限元方法的合理性与可靠性,为土工格栅加筋挡土墙的设计、理论分析与工程应用提供了依据。

关 键 词:土工格栅  加筋挡土墙  有限元法  应变

Measuring and finite element analysis on the strain of tensile bars in the reinforced earth retaining wall with geogrid
YANG Chun-feng.Measuring and finite element analysis on the strain of tensile bars in the reinforced earth retaining wall with geogrid[J].Highways & Transportation in Inner Mongolia,2008(3):4-7.
Authors:YANG Chun-feng
Abstract:The strains of tensile bars in the reinforced earth retaining walls with geogrid at different fill height were measured during the construction of projects, while calculation and analysis on these strains were made with nonlinear finite element ADINA software. The results indicate that the calculated value is consistent with the measured results and ADINA method is reasonable and reliable, thus providing a basis for design, theoretic analysis and engineering application.
Keywords:geogrid  reinforced earth retaining wall  finite element method  strain
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