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Test and Research on Rheology Dynamic Characteristics of Marine Deposit Soft Soil under Dynamic Loading in Xiamen

机译:厦门动态载荷下海洋沉积软土地矿床流变动态特性的试验研究

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Indicated by the practical investigating and theoretic analysis, the rheologic action of the soft soil could be accelerated by earthquake the dynamic loading, which induces more geotechnical engineering accidents and geologic disasters, for example foundation sedimentation and sliding movement, the project destabilizing to collapse etc. The samples of marine deposit soft soil are collected in xiamen, and the rheologic rate, rheologic acceleration and rheologic strain under the dynamic loading of sinusoidal variation are tested and analyzed using dynamic-triaxial device, and the influences of dynamic loading frequency and breadth to dynamic Characteristics of soft soil are contrasted and analyzed. The research results have important academic signification and actual signification for us to search after rheologic dynamic characteristic of soft soil, open out the rheologic dynamic mechanism of bursting out fearful geotechnical engineering accidents and geologic disasters under dynamic loading.
机译:表明,实际调查和理论分析,柔软土的流变作用可以通过地震加速动态载荷,这诱导了更多地岩土工程事故和地质灾害,例如基础沉降和滑动运动,该项目稳定地崩溃等。在厦门收集海洋沉积软土的样品,采用动态三轴器件测试并分析了正弦变化动态负荷下的流变率,流变加速和流变菌株,以及动态负载频率和广度的影响柔软土壤的特征形成对比和分析。研究结果具有重要的学术意义和实际意义,以便在软土的流变动态特征后进行搜索,开辟了动态载荷下爆破了恐怖岩土工程事故和地质灾害的流变动态机制。

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