Pavement Design Under Soft Soil Conditions in Vietnam
Abstract
The paper presents the problem of soft soils while designing road pavements for Vietnam. The original data and calculation results for flexible pavements are obtained using RADON software. The calculation the stability factor is presented for the embankment slope with geotextile material reinforcement. Flow charts and initial data are obtained as a result of calculations that show the number of reinforcing layers for various types of geotextile material used in Vietnam. These results are intended for inclusion in a database of typical road pavements designed for soft soils.
About the Authors
Nguen V. Tuong
Voronezh State University of Architecture and Civil Engineering
Russian Federation
Russian Federation
Tatiana V. Samodurova
Voronezh State University of Architecture and Civil Engineering
Russian Federation
Russian Federation
References
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Review
For citations:
Tuong N.V., Samodurova T.V. Pavement Design Under Soft Soil Conditions in Vietnam. Vestnik of Tomsk state university of architecture and building. 2016;(2):208-215. (In Russ.)
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