Comparison between Analytical Method and Numerical Model for Footings on Soft Clay Supported by Stone Columns
Autor: | V. V. Znamenskii, D. A. Sayed |
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Rok vydání: | 2019 |
Předmět: | |
Zdroj: | Journal of Physics: Conference Series. 1425:012075 |
ISSN: | 1742-6596 1742-6588 |
DOI: | 10.1088/1742-6596/1425/1/012075 |
Popis: | The increase in population in many locations and the value of land has increased significantly. This has made the use of all areas including soft problematic soils inevitable. Due to the lack of bearing capacity of these soils, different methods of soil improvement techniques such as stone columns are used. In this study, four different analytical methods published before are briefly motioned. Also, three-dimensional (3D) numerical analyses were carried out on a stone column under footing on the soft clay soil. The main point of the current paper is to make a comparison between a numerical model and different analytical methods to represent a footing on the soft clay soil reinforced by a group of stone columns. |
Databáze: | OpenAIRE |
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