首页> 外文会议>Proceedings of International Symposium Conservation of Ancient Sites 2008 amp; ISRM-Sponsored Regional Symposium >Deformation characteristics and stability evaluation for 26-D section of cliff in Jiaohe ruins after reinforcement
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Deformation characteristics and stability evaluation for 26-D section of cliff in Jiaohe ruins after reinforcement

机译:Jia河遗址26D断面加固后变形特征及稳定性评价

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摘要

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:o河遗址悬崖兼具普通土质边坡的地质工程性质和古迹的性质,从而导致了加固方法和效果评价的特殊性。通过工程地质学和四个剖面的水平变形调查,找出了通过对预加固和后加固的变形特性进行比较,现场调查数据表明,加固后的悬崖逐渐重新调整了应力和应变,可以得出结论,采用优良的加固方法悬崖是逐渐降低变形量和变形程度,易于保持稳定性。

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