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Mechanical Behavior of Geosynthetic-Reinforced Soil Retaining Wall
Mechanical behavior of geosynthetic-reinforced soil retaining wall is investigated and the reinforcing mechanism by geosynthetics is discussed through two-dimensional laboratory model tests and their corresponding finite element analyses. A series of mode tests and simulations are carried out varying arrangement, length and number of the reinforcements. It is revealed that the effectiveness of the geosynthetics mainly depends on the increase of internal stability, which is local stability within the reinforced ground, and external stability, which is overall stability of the surrounding backfill and subsoil. It is also indicated that the results of the numerical analyses show good agreement with the results of the model tests.
Mechanical Behavior of Geosynthetic-Reinforced Soil Retaining Wall
Mechanical behavior of geosynthetic-reinforced soil retaining wall is investigated and the reinforcing mechanism by geosynthetics is discussed through two-dimensional laboratory model tests and their corresponding finite element analyses. A series of mode tests and simulations are carried out varying arrangement, length and number of the reinforcements. It is revealed that the effectiveness of the geosynthetics mainly depends on the increase of internal stability, which is local stability within the reinforced ground, and external stability, which is overall stability of the surrounding backfill and subsoil. It is also indicated that the results of the numerical analyses show good agreement with the results of the model tests.
Mechanical Behavior of Geosynthetic-Reinforced Soil Retaining Wall
Kikumoto, Mamoru (author) / Nakai, Teruo (author) / Hossain, Shahin Md. (author) / Ishii, Kenji (author) / Watanabe, Asami (author) / Zhang, Feng (author)
GeoShanghai International Conference 2010 ; 2010 ; Shanghai, China
Ground Improvement and Geosynthetics ; 310-317
2010-05-14
Conference paper
Electronic Resource
English
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