MULTI-ANCHORED REINFORCED SOIL WALL METHOD USING CRUCHED SOIL AS A FILL MATERIAL
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.
Multi-Anchored Reinforced Soil Wall (MARW) Surplus Soil Crushed Solidified Soil
HIJIRI HASHIMOTO SATOSHI NISHIMOTO ATSUKO SATO HIROCHIKA HAYASHI
Geotechnical Research team, Civil Engineering Research Institute for Cold Region, PWRI Hiragishi 1-3-1-34 Toyohira Word, Sapporo, 062-8602, Japan
国际会议
第三届中日岩土工程研讨会(Proceedings of the 3rd Sino-Japan Geotechnical Symposium)
重庆
英文
188-193
2007-11-05（万方平台首次上网日期，不代表论文的发表时间）