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under the embankments at point A that are loaded at a depth of 4 m below the ground and right embankments are 11 and

under the embankments at point A that are loaded at a depth of 4 m below the ground and right embankments are 11 and 13 kN/m', respectively. Determine the stress increase Two embankments loads on silty clay soils layers as shown below. Unit weights of the left a surface. ! Center line 1V:1H y= 11 kN/m 5m iy= 13 kN/m A 1V:1H 1V:1H

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