Ciectical Cnyineers GToup as Cv= 40.32%The following data represent the resultsobtained from the specific gravity (S.G.)test performed ina soil laboratory including* ?for sand samples. Find the modeNumber ofSpecificGravity2.30-2.39Samples2.40-2.4942.50-2.596.122.60-2.692.70-2.79142.80-2.893.35-3.402.10-2.152.20-2.252.70-2.752.80-2.852.30-2.352,60-2.652.40-2,452.50-2.552.90-2.95ارفع اجابتك بشكل ملف wdf او صورة1O0OO OO O O

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The following data represent the results obtained from the specific gravity (S.G.) test performed in a soil laboratory including * ?for sand samples. Find the mode Specific Gravity Number of Samples 2. 2.30-2.39 2.40-2.49 4. 2.50-2.59 2.60-2.69 6. 12 2.70-2.79 2.80-2.89 14 2

The following data represent the results obtained from the specific gravity (S.G.) test performed in a soil laboratory including * ?for sand samples. Find the mode Specific Gravity Number of Samples 2. 2.30-2.39 2.40-2.49 4. 2.50-2.59 2.60-2.69 6. 12 2.70-2.79 2.80-2.89 14 2

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter4: Plasticity And Structure Of Soil

Section: Chapter Questions

Problem 4.8P

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Geotechnical Engineering (UPVOTE WILL BE GIVEN. PLEASE ANSWER THE QUESTION CORRECLTY. NO LONG EXPLANATION NEEDED. FOLLOW THE INSTRUCTIONS CAREFULLY.) A moist soil weighed 895 g with a volume of 425 cm3. After drying, the sample weighed 775 g. Of the dried soil, 400 g was poured into a vessel loose state. Its volume subsequently determined to be 275 cm3. That same 400 g was then vibrated and tamped to a volume of 212 cm3 with Gs = 2.71. Determine the designation of the granular soil based on its relative density. (3 decimal places - Do not round off unless it's the final answer)
Geotechnical Engineering (UPVOTE WILL BE GIVEN. PLEASE ANSWER THE QUESTION CORRECLTY. NO LONG EXPLANATION NEEDED. FOLLOW THE INSTRUCTIONS CAREFULLY.) A moist soil weighed 895 g with a volume of 425 cm3. After drying, the sample weighed 775 g. Of the dried soil, 400 g was poured into a vessel loose state. Its volume subsequently determined to be 275 cm3. That same 400 g was then vibrated and tamped to a volume of 212 cm3 with Gs = 2.71. a. Determine the relative density of soil in %. b. Determine the designation of the granular soil based on its relative density.
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The following data represent the results obtained from the specific gravity (S.G.) * ?test performed in a soil laboratory including for sand samples. Find the mode Specific Gravity 2.30-2.39 Number of Samples 2.40-2.49 2.50-2.59 6. 2.60-2.69 12 2.70-2.79 14 2.80-2.89 2
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