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Performance Study of Geosynthetic Reinforced Soil Retaining Structures
Geosynthetic reinforced soil retaining structures (GRSRS) have the benefits of low construction cost, hard to decay, and construction convenience. However, GRSRS are composed of backfill materials and reinforcements, which are relatively complex in considering of the soil-structure interaction. The complicated soil-reinforcement interaction and its effects on the behavior of GRSRS need to be investigated comprehensively. This paper follows the processes of cases description and numerical analysis to study the performance of the four major GRSRS built in Ilan County, Taiwan. The purpose of this paper is to validate a relatively reliable and economical technique to be adopted greatly at present in civil engineering practice.
Performance Study of Geosynthetic Reinforced Soil Retaining Structures
Geosynthetic reinforced soil retaining structures (GRSRS) have the benefits of low construction cost, hard to decay, and construction convenience. However, GRSRS are composed of backfill materials and reinforcements, which are relatively complex in considering of the soil-structure interaction. The complicated soil-reinforcement interaction and its effects on the behavior of GRSRS need to be investigated comprehensively. This paper follows the processes of cases description and numerical analysis to study the performance of the four major GRSRS built in Ilan County, Taiwan. The purpose of this paper is to validate a relatively reliable and economical technique to be adopted greatly at present in civil engineering practice.
Performance Study of Geosynthetic Reinforced Soil Retaining Structures
Chao, Sao-Jeng (Autor:in)
GeoShanghai International Conference 2010 ; 2010 ; Shanghai, China
Ground Improvement and Geosynthetics ; 282-286
14.05.2010
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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