机译：土工加筋土整体桥梁的动力稳定性
1: 1 Research Engineer, Japan-Peru Centre for Earthquake Engineering Research and Mitigation of Disasters CISMID, National University of Engineering, Lima, Peru;
2 Professor, Department of Civil Engineering, Tokyo University of Science, 2641 Yamazaki, Noda, Chiba, 278-8510, Japan,;
3 Assistant Professor, Department of Civil and Environmental Engineering, National Defence Academy of Japan, 1-10-20 Hashirimizu, Yokosuka, Kanagawa, 239-8686, Japan;
4 Engineer, Department of Civil Engineering, Ibaraki Prefecture, 978-6 Kasahara, Mito City, Ibaraki Prefecture, Japan;
5 Civil Engineer, Piping and Civil Engineering Division, Toyo Engineering Corporation, 2-8-1 Akanehama, Narashino City, Chiba 275-0024, Japan;
6 Chief, Structural Engineering Division, Railway Technical Research Institute, Japan, 2-8-38, Hikaricho, Kokubunji City, Tokyo, 185 8540, Japan,7 Assistant Senior Researcher, Foundation and Geotechnical Engineering Structures Technology Division, Railway Technical Research Institute, Japan, 2-8-38, Hikari-cho, Kokubunji City, Tokyo, 185-8540, Japan;
Geosynthetics; Dynamic stability; Geosynthetic-reinforced soil; Integral bridge; Seismic design; Shaking table model tests;
机译：新型的土工合成材料加筋土墙整体式桥梁
机译：新型的土工合成材料加筋土墙整体式桥梁
机译：动态土桥相互作用建模假设对整体桥梁地震响应的影响
机译：振动台试验评价土工加筋土整体桥梁的地震稳定性
机译：模块化砌块面的土工加筋土（GRS）桥台的地震分析
机译：内蒙古草地放牧对土壤有机碳和团聚体的动态影响
机译：温度变化下长跨度土工合成钢筋土壤整体桥的行为
机译：路易斯安那州软弱和刚性土壤的整体桥台。技术摘要2016年3月。
