JAPANESE EXPERIENCES ON SEISMIC STABILITY OF GEOSYNTHETIC-REINFORCED SOIL RETAINING WALLS

摘要：

Focusing on seismic performance of geosynthetic-reinforced soil retaining walls, relevant case histories on their seismic behavior and their applications as retrofit work after the earthquakes in Japan are summarized. Based on model test results, the mechanism for mobilization of seismic resistance is compared between reinforced soil walls and conventional type retaining walls. The effect of combined use of cement-treated backfill and a new design code of geosynthetic-reinforced soil retaining walls for railway structures in Japan are also overviewed.

关键词： Geosynthetic-Reinforced Soil Retaining Wall Earthquake Case History Model Test Cement-Treated Soil

作者: JUNICHI KOSEKI JIRO KUWANO

作者单位: Institute of Industrial Science, University of Tokyo, 4-6-1 Komaba, Meguro-ku, Tokyo 153-8505, Japan Geosphere Research Instiute, Saitama University, 255 Shimo-ohkubo, Sakura-ku, Saitama-shi, Saitama 3

会议类型: 国际会议

会议名称: 第三届中日岩土工程研讨会(Proceedings of the 3rd Sino-Japan Geotechnical Symposium)

会议地点: 重庆

会议语种:英文

页码: 46-56

在线出版日期: 2007-11-05（万方平台首次上网日期，不代表论文的发表时间）