1.Determine the height of capillary rise for fine-grained soil having an effective diameter of 0.035 mm. Provide you an

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1.Determine the height of capillary rise for fine-grained
soil having an effective diameter of 0.035 mm. Provide you
answer in meters to 2 decimals places.
2.A soil exists in an area where the ground surface is
level and the groundwater table is 7.1 m below ground. The
wet unit weight of the soil is 18.2 kN/m3 and
the saturated unit weight of the soil in
19.4 kN/m3 . The coefficient of lateral
earth pressure is 0.54. Determine the effective horizontal
stress at a depth of 12 m. Provide your answer to 2 decimal
places