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Study on seismic performance evaluation of road embankment along the coast

机译:沿海路堤抗震性能评价研究

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On the 2011 off the pacific coast of Tohoku earthquake, many of roadembankments along the coast were less damaged. Following this, a lotof municipalities along the coast adopt a road embankment as acountermeasure against tsunami in Japan. This paper aims to makeclear the performance requirements for road embankments in coastalareas. First, we reviewed damage examples of road embankment in theearthquakes, and we focus on two topics. The first concerns thesettlement of road embankment. We introduce our field survey tomeasure the settlement of road embankment behind bridges in Mashikitown, where is damaged by 2016 Kumamoto earthquake. And wepropose a performance index of settlement of the road. The nextconcerns the performance of the reinforced soil wall against tsunami.Here we introduce our water tank experiment to verify tsunamiresistantperformance of the reinforced soil wall. Our experimentalresults showed that reinforced soil wall has high stability againsttsunami if there no gap of front panels. From these results, weconfirmed that it is important to determine the tolerance level tosettlement of embankment even when we perform the capacity designof road embankment along the coast.
机译:在2011年东北地震的太平洋沿岸,许多道路 沿海的堤防破坏较少。在此之后,很多 沿海的许多城市都采用路堤作为 日本应对海啸的对策。本文旨在 明确沿海地区路堤的性能要求 地区。首先,我们回顾了路堤中路堤的破坏实例 地震,我们关注两个主题。首先涉及 路堤的沉降。我们将实地调查介绍给 测量Mashiki桥后路堤的沉降 被熊本县2016年地震破坏的城镇。和我们 提出道路沉降的性能指标。下一个 涉及加筋土墙抗海啸的性能。 在这里,我们介绍水箱实验以验证耐海啸性 加筋土墙的性能。我们的实验 结果表明,加筋土墙对墙体具有较高的稳定性。 如果前面板没有缝隙,则发生海啸。根据这些结果,我们 确认重要的是确定对 即使进行能力设计,路堤的沉降 沿海路堤的视图。

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