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Deformation characteristics and stability evaluation for 26-D section of cliff in Jiaohe ruins after reinforcement

机译:胶河腐蚀后26-D段26-D段的变形特征及稳定性评价

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Cliff of Jiaohe ruins has both geological engineering property of ordinary soil slope and property of heritage site,which results in the particularity of methods and effect evaluation for reinforcement.By means of engineering geology and horizontal deformation survey of four sections,the paper finds out the deformation characteristics of after-reinforcement cliff.With the comparison of deformation characteristics between pre-reinforcement and after-reinforcement,in-site survey data indicates cliff after reinforcement gradually readjusts its stress and strain.It can be concluded that with excellent reinforcement method cliff is apt to stability from the gradual depression of quantity and extent of deformation.
机译:胶河遗址的悬崖具有普通土坡地的地质工程,遗产遗产地质,这导致了加固方法和效应评价的特殊性。由工程地质和水平变形调查的方法进行了四个部分,纸张发现了加强悬崖后钢材变形特性。在加固和加固后的变形特性的比较,现场调查数据表明悬崖逐渐重新调整其应力和菌株后。可以得出结论,与优良的加固方法悬崖易于从逐渐抑制数量和变形程度的稳定性。

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