A route for a proposed 8-m-wide highway crosses a region wit
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A route for a proposed 8-m-wide highway crosses a region with a 4-m-thick saturated, soft, normally consolidated clay (C
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A route for a proposed 8-m-wide highway crosses a region with a 4-m-thick saturated, soft, normally consolidated clay (CH) above impermeable rock. Groundwater level is 1 m below the surface. The geotechnical data available during the preliminary design stage consist of Atterberg limits (LL 5 68% and PL 5 32%) and the natural water content (w 5 56%). Based on experience, the geotechnical engineer estimated the coefficient of consolidation at 8 m2 per year. To limit settlement, a 4-m-high embankment will be constructed as a surcharge from fi ll of unit weight 16 kN/m3. (Figure P9.21). (a) Estimate the compression and recompression indices. (Hint: See Section 9.9.) (b) Estimate the total primary consolidation settlement under the center of the embankment. (c) Plot a time
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