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机译:桩对大土壤位移和液化的响应:离心实验与物理简化分析
School of Civil Engineering, National Technical Univ. of Athens, 9 Iroon Polutechniou Str., P.C. 15780 Zografou, Athens, Greece;
School of Civil Engineering, National Technical Univ. of Athens, 9 Iroon Polutechniou Str., P.C. 15780 Zografou, Athens, Greece;
School of Engineering, Toyama Prefectural Univ., Kurokawa 5180, Imizu, Toyama 939-0398, Japan;
School of Civil Engineering, National Technical Univ. of Athens, 9 Iroon Polutechniou Str., P.C. 15780 Zografou, Athens, Greece;
lateral spreading; pile; quay wall; liquefaction; sheet-pile wall; soil-structure interaction;
机译:四个大型振动台试验中桩和桩组对液化引起的横向扩展的响应
机译:石柱减轻粉质土液化的离心试验数值模拟。
机译:离心机测试以评估浅层基础下空气喷射部分饱和土的液化响应
机译:离心试验研究土壤分级对液化势和动力响应的影响
机译:循环荷载下导致不同构造的土钉开挖离心机模型失效的力和位移分析。
机译:比较转录组分析显示两种土壤类型中的微生物群落具有广泛的响应:农业土壤与有机土壤
机译:离心试验以评估浅层基础下注气的部分饱和土的液化响应