机译:离心模型试验研究不同含水量非饱和路堤的动力稳定性
Department of Urban Management, Kyoto University, Kyoto, Japan;
Department of Civil and Earth Resources Engineering, Kyoto University, Kyoto, Japan,Kangwon National University;
Department of Civil and Earth Resources Engineering, Kyoto University, Kyoto, Japan,JR West Japan Consulting Company;
Department of Civil and Earth Resources Engineering, Kyoto University, Kyoto, Japan,CTI Engineering International, Co., Ltd;
Department of Civil and Earth Resources Engineering, Kyoto University, Kyoto, Japan;
Department of Civil and Earth Resources Engineering, Kyoto University, Kyoto, Japan;
Kyoto University, Kyoto, Japan;
Unsaturated soil; Embankment; Centrifugal model test; Water content; Dynamic loading;
机译:使用离心模型试验研究受海平面变化影响的潮汐路堤的稳定性
机译:静态稳定性稳定性分析中堤坝坡面建模 - 以埃塞俄比亚Koga大坝为例
机译:基于模型试验的长时间动态加载下砾石土低路堤动态响应研究
机译:离心模型试验的潮汐堤的稳定性评价
机译:使用恒定含水量三轴试验评估不饱和土壤的行为。
机译:低含水量下动态压实效果的模型试验研究
机译:离心模型试验研究不同含水量非饱和路堤的动力稳定性