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A platform for research: civil engineering, architecture and urbanism
The Behavior of Foundation Soil with and without Geosyntethic Reinforcement
This paper presents the computed diagrams showing the soil behavior in two alternative calculation hypotheses (with/without geogrid reinforcement) will be compared, so that the positive effect of two geogrid layers used for reinforcement is revealed. The diagrams show that the use of reinforcement layers contributes to a more uniform distribution of loads and to the decrease of the pressure, thus increasing the bearing capacity of the soil.
The Behavior of Foundation Soil with and without Geosyntethic Reinforcement
This paper presents the computed diagrams showing the soil behavior in two alternative calculation hypotheses (with/without geogrid reinforcement) will be compared, so that the positive effect of two geogrid layers used for reinforcement is revealed. The diagrams show that the use of reinforcement layers contributes to a more uniform distribution of loads and to the decrease of the pressure, thus increasing the bearing capacity of the soil.
The Behavior of Foundation Soil with and without Geosyntethic Reinforcement
Felicia NICULESCU-ENACHE (author)
2013
Article (Journal)
Electronic Resource
Unknown
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