Sieve Analysis - Percent Finer Liquid Plasticity Limit Index Soil No. 10 No. 40 No. 200 E 90 42 22 31 5
Q: ex for each soil. Sieve analysis- Percent finer Li
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Q: • AASHTO SOIL CLASSIFICATION (by AASHTO) AASHTO = American Association of scate Highway and…
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Q: Problem 14. The plastic limit and liquid limit of a soil are 36% and 54% respectively. The…
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Q: A sample of soil was tested in the laboratory, and the test results were listed as follows. Classify…
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Q: SITUATION: A liquid limit test conducted on a soil sample in the cup device gave the following…
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Q: The consistency limits of a soil sample are:LL=52%, PL=35%, SL=17%. If a specimen of this soil…
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Q: The results of a standard compaction test are shown in the table below: Mass of Mould + 2925 3095…
A: We knowρdry=ρwet1+wandat Zero air voidsρZAdry=Gρw1+wGtake G=2.7
Q: Determine the group index of the soil sample no. 6. Sieve analysis (percent finer) Soil Liquid limit…
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Q: Classify the following soils using the Unified soil classification system. Give the group symbols…
A: The USCS soil classification table is given below:
Q: A liquid limit test was performed on a soil sample. It was found out that the moisture content at 21…
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Q: According to a proctor test carried out on a soil, the following results were obtained. Draw the…
A: The given values are as folowsThe ottawa sand density=95.57lb/ft3Mass of the sand in cone…
Q: The volume of the soil measured before drying is 120cc. The moist soil is 215g and dried weight is…
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Q: The following are the results of a compaction test Mass of mold+wet soil(g) 2925 3095 3150 3125 3070…
A: The given data is shown below: Volume of mold=1000 mlMass of mold=1000 gSpecific gravity=2.70
Q: The modified Proctor test (ASTM D 698, method C) was performed for a soil with G, = 2.70, and the…
A: Given, Water content (%) Moist weight in mold (gf) 6.5 3250 9.3 3826 12.6 4293 14.9 4362…
Q: Sieve analysis- Percent finer Liquid limit Plasticity index Soil No. 10 No. 40 No. 200 A 98 80 72 52…
A: AASHTO soil classification system is also called HRB or Highway Research Board soil classification…
Q: b. Determine the soil classification according to USCS Percent passing the No 10 sieve = 40 Percent…
A: Given, LL= 35 PI= 15 Percentage passing Through: No. 10--40 No. 40-- 35 NO. 200--10 we need to…
Q: Soil Compaction roblem: The following data were obtained from a Proctor Test: Water 12 13 14 16 19…
A: (a) Determine the optimum water content and maximum dry unit weight (b) Plot the zero air…
Q: 4. The following data were obtained from the liquid and plastic limit tests for a soil: Liquid Limit…
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Q: The results of a standard Proctor test are given in the following table. Given: Mold volume : 1/30…
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Q: percentage of shrinkage moisture
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Q: Problem-1 A soil sample, taken from a borrow pit has a specific gravity of soil solids of 2.65. The…
A: Optimum moisture content, OMC is the water/moisture content at which the soil attains maximum dry…
Q: For a laboratory consolidation test on a clay specimen (drained on both sides) the following results…
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Q: The laboratory test data for a standard Proctor test are given below. Volume of Moisture content…
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Q: For a soil sample the liquid limit is 50, plasticity index is 10 and Percent passing No. 4 sieve is…
A: First we will determine the value of G.I G.I=0.2a+0.005ac+0.01bdSo, a=%passing No.200 sieve 35-75%…
Q: Three samples of aggregates were taken weighed in moist and dry condition. Moist Dry Unit Absorption…
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Q: Nhe data shown below are the results of a liquid limit test done on a sol Moisture Content (%) Cone…
A: For cone penetrometer, liquid limit is the moisture content at which penetration is 25mm. So, wL =…
Q: VA soil sample has a weight of 0.7 kg and the volume was found to be 3.5 x 10-4 m3 . After drying…
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Q: A Sample of soil was tested in the laboratory, and the test results were listed as follows. Classify…
A: Mechanical Grain Size Analysis Sieve Number Percentage Passing Retained % 1 in 100 0 0.75 in…
Q: A Sample of soil was tested in the laboratory, and the test results were listed as follows. Classify…
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Q: A liquid limit test was performed on a soil sample. It was found out that the moisture content at 17…
A: Liquid limit is water content where no. of blows is 25
Q: A soil sample has a unit weight of 1.9 g/cc and w=12%. If Gs of solids is 2.65, determine the…
A: INTRODUCTION: Unit Weight : It is the ratio of weight of material accompanied to the unit volume of…
Q: You have the following data from a laboratory compaction test. Complete the table, plot the…
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Q: Following are the results from the liquid and plastic limit test for a soil. No. of blows (N)…
A: Given Natural water content 26.5 % Liquid limit is calculated corresponding to no.of blows 25
Q: Sieve and Atterberg limits tests Wt. of sieve (gm) Wt. of sieve + Soil (gm) 450 518 378 420 L.L =…
A: The given data is shown below:
Q: The following laboratory test results for Atterberg limits and particle size distribution were…
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Q: A Soil Specimen has the following characteristics. % passing No.4 sieve = 85 % passing No.200 sieve…
A: The given data is shown below:
Q: Classify soil A depicted in the table according to the AASHTO classification system. Sieve analysis-…
A: Classification of above given sample
Q: The following are results from the liquid and plastic limit test for a soil. No. of blows (N)…
A: Given Natural water content = 24% Plastic limit = 18.7%
Q: 29. In soil dry density 1.5 g/cc, specific gravity = 2.5, water content 10% find out void ratio..
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Q: From a given inorganic soil, the following are known: Percentage passing No. 4 Sieve - 100…
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Q: a) What field equipment would you specify to compact the soil in the field, and why? b) How would…
A: (a)The field equipment which is used to compact the soil in the field is sheep foot roller because…
Q: Question 3: For an inorganic soil the following grain - size analysis is given. U.S sieve Percent…
A: Given data - THE SIEVE ANALYSIS IS GIVEN AS - To find - Classification based on 1 - AASHTO 2 -…
Q: A liquid limit test was performed on a soil sample. It was found out that the moisture content at 14…
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Q: Q2: The Laboratory results of a standard Proctor test are given in the following table: a) Determine…
A: solution calculate the unit weight of each sample by γ=Mass/volume and calculate the dry unit weight…
Q: The modified Proctor test (ASTM D 698, method C) was performed for a soil with G, = 2.70, and the…
A: As per company guidelines we are supposed to answer only 3 sub-parts Kindly repost other parts in…
Q: Classify the following soils by the AASHTO classification system. Give the group index for each soil
A: The AASHTO soil classification table is shown below:
Q: Three samples of aggregates were taken weighed in moist and dry condition. Moist Dry Unit Absorption…
A: Given data, Unit weight of water = 9.81 kN/m³ To find out the average free moisture content of…
Q: The wet weight of a soil specimen is 207g. The dried weight of the specimen is 163g. If the volume…
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Q: A modified Proctor compaction test was carried out using a cylindrical mold with a 1000 ml volume.…
A: Formulaeρ=Wet massVolumeρdry=ρ1+wρzav=Gρw1+GwExample:at…
Q: Question 5 The results of the particle-size analysis of a soil are as follows: • Percent passing the…
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Classify the following soil by the AASHTO classification system.
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