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Liquefaction-Induced Damage in Recent Earthquakes and New Countermeasures against Liquefaction

机译:地震引起的液化破坏及液化的新对策

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This paper focuses on new countermeasures against liquefaction. Firstly, an overview of liquefaction triggered by the 2016 Kumamoto earthquake in Japan is presented. The tilt angle of 68 houses and buildings in liquefied areas in Kumamoto City was measured as liquefaction-induced damage to residential houses. Next, shaking table tests in a 1-g gravity field concerning on new countermeasures against liquefaction are introduced here. One of them is a log pilling into a liquefiable sand layer against the settlement of structures during earthquake. Shaking table tests were conducted using the model ground to clarify the effects of installing logs into liquefiable sand layer and relationship between duration time of shaking and settlement of structure. Another method is geosynthetics along with gravel installed at liquefiable ground. The effects of the gravel and geosynthetics were evaluated.
机译:本文着眼于新的液化对策。首先,概述了2016年日本熊本地震引发的液化。熊本市液化地区的68栋房屋和建筑物的倾斜角被测量为液化引起的对住宅房屋的破坏。接下来,在这里介绍有关新的抗液化对策的1-g重力场振动台试验。其中之一是在地震期间将木桩堆积成可液化的砂层,以防结构沉降。使用模型地面进行了振动台测试,以阐明将原木安装到液化砂层中的效果以及振动持续时间与结构沉降之间的关系。另一种方法是将土工合成材料与砾石一起安装在可液化地面上。评估了砾石和土工合成材料的影响。

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