A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Bearing capacity of a geotextile-reinforced unpaved road as a function of deformation: A model study
An experimental investigation has been carried out to study the bearing capacity of a geotextile-reinforced unpaved road as a function of its deformation. A number of model footing tests were performed on compacted granular fill overlying an artificially sedimented kaolinite layer. The test bed was instrumented to determine the vertical stresses at the fill-subgrade interface. The test results were used to estimate the bearing capacity factors of the foundation as a function of footing deformation. A load transfer mechanism has been proposed to explain the improvement in bearing capacity of the geotextile-reinforced soil models.
Bearing capacity of a geotextile-reinforced unpaved road as a function of deformation: A model study
An experimental investigation has been carried out to study the bearing capacity of a geotextile-reinforced unpaved road as a function of its deformation. A number of model footing tests were performed on compacted granular fill overlying an artificially sedimented kaolinite layer. The test bed was instrumented to determine the vertical stresses at the fill-subgrade interface. The test results were used to estimate the bearing capacity factors of the foundation as a function of footing deformation. A load transfer mechanism has been proposed to explain the improvement in bearing capacity of the geotextile-reinforced soil models.
Bearing capacity of a geotextile-reinforced unpaved road as a function of deformation: A model study
Tragfähigkeit einer mit Geotextilien verstärkten, ungepflasterten Straße als Funktion der Verformung: Eine Untersuchung am Modell
Som, N. (author) / Sahu, R.B. (author)
Geosynthetics International ; 6 ; 1-17
1999
17 Seiten, 6 Bilder, 8 Tabellen, 6 Quellen
Article (Journal)
English
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