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机译:1-g振动台试验中多余的孔隙压力耗散对液化引起的地面变形的影响
Graduate Student, Geo-disaster Prevention Laboratory, Department of Civil and Structural Engineering,Kyushu University, Fukuoka 819-0395, Japan;
Department of Civil and Structural Engineering, Graduate School of Engineering,Kyushu University, Fukuoka 819-0395, Japan;
Department of Civil and Structural Engineering, Graduate School of Engineering,Kyushu University, Fukuoka 819-0395, Japan;
Department of Civil and Structural Engineering, Graduate School of Engineering,Kyushu University, Fukuoka 819-0395, Japan;
liquefaction; lateral flow; settlement; sand permeability; shaking table test;
机译:液化诱导侧向流动的滑坡大桩群实验模拟:1-G振动台试验
机译:液化诱导侧向流动的滑坡大桩群实验模拟:1-G振动台试验
机译:预制马蹄部隧道1克振动台试验:实验设计,动态特性,变形模式和损伤模式
机译:大型振动台试验中桩周围孔隙压力响应对液化和横向扩展过程中水平路基反应的影响
机译:通过离心试验和数值分析工具评估受液化引起的地面变形影响的桩桥式桥台的性能。
机译:基于硅压阻传感器的PHC管桩穿透引起桩-土界面超孔隙水压力的现场测试
机译:倾斜地面大桩基对液化引起的横向流动的实验建模:1-G振动台试验