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    孙常新, 胡江凡, 裴书锋, 张玉洁, 臧东升, 黄文辉. 地震作用对砂土中土拱效应影响的模型试验研究[J]. 应用基础与工程科学学报, 2024, 32(5): 1394-1406. DOI: 10.16058/j.issn.1005-0930.2024.05.014
    引用本文: 孙常新, 胡江凡, 裴书锋, 张玉洁, 臧东升, 黄文辉. 地震作用对砂土中土拱效应影响的模型试验研究[J]. 应用基础与工程科学学报, 2024, 32(5): 1394-1406. DOI: 10.16058/j.issn.1005-0930.2024.05.014
    SUN Changxin, HU Jiangfan, PEI Shufeng, ZHANG Yujie, ZANG Dongsheng, HUANG Wenhui. Model Experimental Study for the Effect of Seismic Action on the Soil Arch Effect in Sand[J]. Journal of Basic Science and Engineering, 2024, 32(5): 1394-1406. DOI: 10.16058/j.issn.1005-0930.2024.05.014
    Citation: SUN Changxin, HU Jiangfan, PEI Shufeng, ZHANG Yujie, ZANG Dongsheng, HUANG Wenhui. Model Experimental Study for the Effect of Seismic Action on the Soil Arch Effect in Sand[J]. Journal of Basic Science and Engineering, 2024, 32(5): 1394-1406. DOI: 10.16058/j.issn.1005-0930.2024.05.014

    地震作用对砂土中土拱效应影响的模型试验研究

    Model Experimental Study for the Effect of Seismic Action on the Soil Arch Effect in Sand

    • 摘要: 土拱效应对地下结构的抗震稳定性具有重要影响,目前有关地震作用对土拱效应影响的研究较少.通过改进后的试验装置重复经典Trapdoor试验,并对土拱效应的土体模型施加地震作用,研究了土拱效应的发展阶段与影响范围、土拱效应影响下的土压力分布与土体位移以及土拱效应在地震作用下的变化,分析了地震作用对土拱效应的影响机理,讨论了土拱效应的变化对地下结构抗震稳定性的影响.研究结果表明:土拱效应的发展过程可以分为初始阶段、过渡阶段和稳定阶段,土拱效应的影响范围沿Trapdoor中心对称分布,宽度为2B(B为Trapdoor宽度),土拱效应影响范围内的土压力非均匀分布,Trapdoor区域上的土压力从边缘到中心逐渐增大,固定区域上的土压力从边缘到中心逐渐减少;土拱效应影响下的土体可以分为塌落区、土拱区和稳定区,土拱区破坏导致土拱效应在地震作用下发生衰退,土体埋深越小和Trapdoor位移越大时,地震作用对土拱区的破坏越大,土拱效应的衰退越严重;存在土体的临界埋深3B和地层损失平均高度的理想范围为1.3%B~4.2%B,当土体埋深大于临界埋深且地层损失的平均高度控制在理想范围内时,地下结构上方的土拱效应发展程度最大,地震作用对土拱效应的影响最小,最有利于地下结构的抗震稳定性.

       

      Abstract: The soil arch effect has important implications for the seismic stability of underground structures,but there have been few studies on the effect of seismic action on the soil arch effect.By repeating the classical Trapdoor test with a modified test apparatus and applying seismic effect to the soil arching model,the development stages and the influence range of the soil arch effect,the soil pressure distribution and the soil displacement under the influence of the soil arch effect,the change of the soil arch effect under the seismic effect are studied,the mechanism of the seismic effect on the soil arch effect is analyzed,the effect of the change of the soil arch effect on the seismic stability of underground structures is discussed.The results show that the development process of soil arch effect can be divided into initial stage,transition stage and stabilization stage.The influence range of the soil arch effect is symmetrically distributed along the Trapdoor center with a width of 2B(B is the width of Trapdoor).The soil pressure distribution within the influence range of the soil arch effect is non-uniform.The soil pressure on the Trapdoor gradually increases from the edge to the center,and the soil pressure on the fixed area gradually decreases from the edge to the center.The soil under the influence of the soil arch effect can be divided into collapse zone,soil arch zone and stability zone.The destruction of the soil arch zone leads to a recession of the soil arch effect under the seismic action.The smaller the buried depth and the larger the Trapdoor displacement,the greater the destruction of the soil arch zone and the more severe the recession of soil arch effect.The critical depth of the soil is 3B and the ideal range for the average height of ground loss is 1.3%B~4.2%B.When the buried depth is greater than the critical depth and the average height of ground loss is within the ideal range,the development of the soil arch effect above the underground structure is the greatest,and the seismic action on the soil arch effect is the least,which is most beneficial to the seismic stability of the underground structure.

       

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