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LIQUEFACTION OF SOIL BENEATH DETACHED HOUSES USING ON-LINE PSEUDO-DYNAMIC RESPONSE TESTS

机译:在线拟动力反应测试对独立屋下土壤的液化

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摘要

Since the Great East Japan Earthquake in 2011,much focus has been placed on soil liquefaction beneath small scale buildings such as detached houses,and thus construction methods to prevent liquefaction or lessen damage have gained attention.However,currently there are no proven techniques or construction methods to mitigate liquefaction damage to structures such as detached houses.This study confirms the liquefaction controlling and seismic isolation effects due to ground improvement using recycled tire chips beneath the foundation of a residential building,by using on-line pseudo-dynamic response tests.This type of test consists of a simultaneous simple shear element test and an earthquake response experiment.
机译:自2011年东日本大地震以来,人们一直将注意力集中在小型建筑物(如独立房屋)下方的土壤液化问题上,因此,防止液化或减少破坏的施工方法受到关注。然而,目前尚无成熟的技术或施工方法本研究通过在线拟动力响应测试,证实了在住宅建筑基础下使用再生轮胎碎屑改良地面对液化的控制和地震隔离效果,从而减轻了液化对建筑物的破坏。测试类型包括同时进行的简单剪力元件测试和地震响应实验。

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