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首页> 外文会议>Sino-Japan Geotechnical Symposium November; 20071104-07; Chongqing(CN) >MULTI-ANCHORED REINFORCED SOIL WALL METHOD USING CRUCHED SOIL AS A FILL MATERIAL
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MULTI-ANCHORED REINFORCED SOIL WALL METHOD USING CRUCHED SOIL AS A FILL MATERIAL

机译：以碎土为填充材料的多锚固土墙法

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摘要

Japan is characterized by its precipitous terrain and poor soil quality, and has severe natural conditions susceptible to natural disasters heavy rainfall in rainy season and typhoons. Areas under land use restrictions are widely distributed throughout the nation.Excavation at steep natural slopes and the installation of revetments at embankments are often required. The multi-anchored reinforced soil wall method (MARW), a method developed in Japan, has a high seismic performance and features a high-standard of revetment work with lessened environmental loads from the perspective of the efficient use of surplus soils. Surplus soils had been conventionally treated as unsuitable soil. In recent years, however, the need to process such soil as much as possible on site has increased.Therefore, studies to investigate the way to expand the scope of application of the soils to the fill materials in this method are being conducted.
机译：日本地势险峻，土壤质量差，自然条件严峻，易受自然灾害的影响，在雨季和台风中降雨很大。受土地使用限制的地区在全国范围内广泛分布。经常需要在陡峭的自然斜坡上进行挖掘并在堤岸上安装护岸。日本开发的多锚式加筋土墙法（MARW）具有很高的抗震性能，并且从有效利用剩余土壤的角度出发，具有高标准的护坡工程和减少了环境负荷的特点。传统上将过剩的土壤视为不合适的土壤。然而，近年来，在现场尽可能多地处理这种土壤的需求增加了。因此，正在进行研究以扩大这种方法将土壤应用于填充材料的方法。

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