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- W2289532434 abstract "This paper investigates the performance of stone columns in soft clay. Finite element analyses were carried out to evaluate settlement of soft clay reinforced with stone columns using 15-noded triangular elements using Plaxis software. A drained analysis was carried out using Mohr-Coulomb’s criterion for soft clay, stones, and sand. At the interface between the stone column and soft clay, interface elements have been used. The column installation was simulated for calculating the stresses due to compaction of soil. From numerical results, coefficient of lateral earth pressure after the installation of stone column and the settlement reduction ratio (SRR) of the soil has been estimated. On the bases of this analysis, variation of stress in soft soil after installation of column with distance from column is significantly reduced. The results are compared with those available in the literature and the advantages of the numerical analysis were highlighted." @default.
- W2289532434 created "2016-06-24" @default.
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- W2289532434 date "2010-01-01" @default.
- W2289532434 modified "2023-09-27" @default.
- W2289532434 title "SETTLEMENT EVALUATION OF SOFT CLAY REINFORCED BY STONE COLUMNS, CONSIDERING THE EFFECT OF SOIL COMPACTION" @default.
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