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

机译：土工加筋土挡墙抗震稳定性的日本经验

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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.

机译：着眼于土工合成材料加筋土挡墙的抗震性能，总结了有关其抗震性能的案例历史及其在日本地震后作为改造工作的应用。根据模型测试结果，比较了加筋土墙和常规挡土墙的抗震能力。还概述了在日本铁路结构中结合使用水泥处理的回填物和新的土工合成材料加筋土挡土墙设计规范的效果。

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来源
《Sino-Japan Geotechnical Symposium November; 20071104-07; Chongqing(CN)》|2007年|P.46-56|共11页
会议地点 Chongqing(CN)
作者
JUNICHI KOSEKI; JIRO KUWANO;
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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 338-8570, Japan;

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会议组织
原文格式 PDF
正文语种 eng
中图分类土力学、地基基础工程;
关键词
Geosynthetic-Reinforced Soil Retaining Wall; Earthquake; Case History; Model Test; Cement-Treated Soil;

机译：土工加筋土挡墙；地震；病历；模型试验；水泥处理土;

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专利

1. Simplified approach for assessing seismic displacements of soil-retaining walls. Part II: Geosynthetic-reinforced walls with rigid panel facing [J] . C.-C. Huang and S.-H. Wu Geosynthetics International . 2007,第5期

机译：评估挡土墙地震位移的简化方法。第二部分：刚性面板的土工合成材料加筋墙
2. Simplified approach for assessing seismic displacements of soil-retaining walls. Part I:Geosynthetic-reinforced modular block walls [J] . C.-C. Huang1 and S.-H. Wu2 Geosynthetics International-issn . 2006,第6期

机译：评估挡土墙地震位移的简化方法。第一部分：土工合成材料模块化砌块墙
3. Simplified approach for assessing seismic displacements of soil-retaining walls. Part I: Geosynthetic-reinforced modular block walls [J] . C.-C. Huang and S.-H. Wu Geosynthetics International . 2006,第6期

机译：评估挡土墙地震位移的简化方法。第一部分：土工合成材料加筋砌块墙
4. JAPANESE EXPERIENCES ON SEISMIC STABILITY OF GEOSYNTHETIC-REINFORCED SOIL RETAINING WALLS [C] . JUNICHI KOSEKI, JIRO KUWANO Sino-Japan Geotechnical Symposium . 2007

机译：日本地球合式油钢筋挡土墙地震稳定性经验
5. Performance of two full-scale model geosynthetic-reinforced retaining walls constructed with a sandy-silt backfill soil [D] . Gregg, Ryan 2008

机译：用沙质回填土建造的两座全尺寸模型土工合成材料加筋挡土墙的性能
6. Nitrogen addition increases the contents of glomalin-related soil protein and soil organic carbon but retains aggregate stability in a Pinus tabulaeformis forest [O] . Lipeng Sun, Hang Jing, Guoliang Wang, -1

机译：氮的添加增加了油松相关的土壤蛋白质和土壤有机碳的含量但保留了油松林中的聚集体稳定性。
7. Optimization of sensors locations in internal stability analysis of Geosynthetic-reinforced earth retaining walls [O] . Hicham Alhajj Chehade, Marwan Sadek, Daniel Dias, 2019

机译：地球合子钢筋挡土墙内部稳定性分析中的传感器位置优化
8. Long-Term Field Performance of Geosynthetic-Reinforced Soil Retaining Walls [R] . Crouse, P. E., Wu, J. T. H. 1996

机译：土工合成材料加筋土挡墙的长期现场性能

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

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