CE Board HGE Problem 12 (Hydraulics and Geotechnical Engineering) - CE NOV 2017 from fsiblog paki bhabi first time in jungle mms Watch Video

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The porosity of a soil sample is 40 %. What is the Void Ratio ?<br/>-<br/><br/>kung nagustuhan po ninyo ang video,<br/>or if nakatulong sa inyo itong video na toh..<br/>paki pindutin lang po ang \

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Given the following soil properties:&#60;br/&#62;Field unit weight of soil = 1800kg/m&#3 &#60;br/&#62;Saturated unit weight = 2000kg/m&#3 &#60;br/&#62;Moisture Content = 12 %&#60;br/&#62;a. The Porosity of the soil&#60;br/&#62;b. The Dry Unit Weight&#60;br/&#62;c. The Degree of Saturation&#60;br/&#62;-&#60;br/&#62;&#60;br/&#62;kung nagustuhan po ninyo ang video,&#60;br/&#62;or if nakatulong sa inyo itong video na toh..&#60;br/&#62;paki pindutin lang po ang &#92;
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A soil has a unit weight of 21.1kN/m&#3and a moisture content of 9.8 % . when the soil is saturated, the unit weight is 22.52kN/m&#3. Determine the void ratio of soil. &#60;br/&#62;-&#60;br/&#62;&#60;br/&#62;kung nagustuhan po ninyo ang video,&#60;br/&#62;or if nakatulong sa inyo itong video na toh..&#60;br/&#62;paki pindutin lang po ang &#92;
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A soil sample has a mass of 1830 g taken from the field having a volume of 1x10&#(-3)m&#3 .&#60;br/&#62;It has a specific gravity of 2.60 and a water content of 10 %. Values of e_max=0.62 and e_min=0.43&#60;br/&#62;&#60;br/&#62;a. compute the dry density weight &#60;br/&#62;b. compute the void ratio &#60;br/&#62;c. compute the relative density&#60;br/&#62;-&#60;br/&#62;paki pindot po sa &#92;
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The Hydraulic Gradient for quicksand condition is equal to 1.13 with a void ratio of 0.50 .&#60;br/&#62;The Moist Unit Weight of soil is 19.04kN/m&#3 &#60;br/&#62;&#60;br/&#62;a. Specific Gravity&#60;br/&#62;b. Dry Unit Weight&#60;br/&#62;c. Water Content&#60;br/&#62;-&#60;br/&#62;paki pindot po sa &#92;
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The Wet unit weight of a soil sampleis 14.9kN/m&#3. The soil has a water content of12 %. If the specific gravity of the soil is 2.67 .Find the Dry unit weight&#60;br/&#62;-&#60;br/&#62;&#60;br/&#62;kung nagustuhan po ninyo ang video,&#60;br/&#62;or if nakatulong sa inyo itong video na toh..&#60;br/&#62;paki pindutin lang po ang &#92;
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A soil sample has a water content of 80 % and a degree of saturation of 90 %. Find the Void Ratio if it has a specific gravity of 2.67 &#60;br/&#62;-&#60;br/&#62;&#60;br/&#62;kung nagustuhan po ninyo ang video,&#60;br/&#62;or if nakatulong sa inyo itong video na toh..&#60;br/&#62;paki pindutin lang po ang &#92;
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The field unit weight of soil is 16kN/m&#3 . If the water content is 13 % and specific gravity of soil is 2.5, determine the following.&#60;br/&#62;a. Dry Unit Weight&#60;br/&#62;b. Void Ratio &#60;br/&#62;c. Degree of Saturation &#60;br/&#62;-&#60;br/&#62;&#60;br/&#62;kung nagustuhan po ninyo ang video,&#60;br/&#62;or if nakatulong sa inyo itong video na toh..&#60;br/&#62;paki pindutin lang po ang &#92;
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The laboratory compaction test of a certain type of soil gives a maximum dry density of 1.486g/cm&#3with an optimum moisture content of 12.5 % . The following are the results of a field unit weight determination test using sand cone method.&#60;br/&#62;&#60;br/&#62;volume of soil excavated from the hole = 0.001337 m&#3g&#60;br/&#62;weight of soil from the hole when wet = 2200 g&#60;br/&#62;weight of dry soil = 1890 g&#60;br/&#62;&#60;br/&#62;a. determine the field unit weight of soil&#60;br/&#62;b. what is the situ water content of soil ?&#60;br/&#62;c. determine the relative compaction&#60;br/&#62;-&#60;br/&#62;paki pindot po sa &#92;
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