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- W2355122820 abstract "Load tests in site have been carried out for foundation reinforced with geobelt. It shows that compared with the unreinforced foundation the bearing capacity of reinforced foundation is increased by geobelt reinforced gravel layers (Z/B=0.2)supported on soft soil. Through analyzing the bearing capacity ratio (BCR), the bearing capacity of geosynthetic reinforced foundation is influenced by following factors: numbers (N) of geosynthetic layers, distance from footing bottom to top reinforcement layer (U), distance of geosynthetics (H), the linear density of reinforcement (LDR). The design stress of geosynthetic is discussed for the ultimate state of foundation. The ultimate bearing-capacity of geobelt reinforced crushed gravel foundation is predicted by geobelt design strength." @default.
- W2355122820 created "2016-06-24" @default.
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- W2355122820 date "2004-01-01" @default.
- W2355122820 modified "2023-09-25" @default.
- W2355122820 title "Influence of geobelt arranges on bearing capacity of foundation" @default.
- W2355122820 hasPublicationYear "2004" @default.
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