首页> 外文会议>International Symposium on Environmental Vibrations: Prediction, Monitoring, Mitigation and Evaluation >A study on damping and mitigation performance of side surfaces of foundations on soft soil - Part 1: Forced vibration tests of foundation block with various embedment conditions
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A study on damping and mitigation performance of side surfaces of foundations on soft soil - Part 1: Forced vibration tests of foundation block with various embedment conditions

机译:软土地基侧表面的阻尼和缓解性能研究 - 第1部分:各种嵌入条件的基础块强制振动试验

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To aim at progress of damping performance of foundations that will be built at soft ground, we have proposed an improved foundation work of backfilling a damping material into trenches dug along a foundation supported by improved soil medium. This damping material is a mixture of asphalt with crushed stones and rubber chips (MACSRC) and has itself high attenuation and mitigation performance. Not only to comprehend the attenuation ability of the improved foundation work quantitatively and qualitatively but also to verify the effectiveness of this work, we carried out forced vibration tests for two test blocks, which were constructed by a normal construction work and the above improved foundation work.
机译:旨在实现将在软土地上建造的基础的抑制性能,我们提出了一种改进的基础工作,将阻尼材料沿着改进的土壤介质支撑的基础挖掘到沟渠中。这种阻尼材料是沥青的混合物,沥青用碎石和橡胶屑(MACSRC),并且本身具有高衰减和缓解性能。不仅要理解改进的基础工作的衰减能力,可以定量和定性,而且还要验证这项工作的有效性,我们对两个测试块进行了强制振动测试,这是由正常施工工作和上述改进的基础工作构成的测试块。 。

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