1. Do hand drawing of the grain size distribution curves of each soil type and classify them using the USCS. All of the soils are inorganic soils. Show complete solution. your
Q: Question 3 Classify the following soils using the Unified soil classification system. Give the group…
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Q: Classify the following soils by the AASHTO classification system: Soil A Soil B Soil C Percent finer…
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Q: Classify the soil by A: The USCS give the name and symbol group. B: AASHTO classiflication system…
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Q: 7. Following details regarding the particle size distribution and other index properties pertinent…
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Q: 7. Following details regarding the particle size distribution and other index properties pertinent…
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Q: Below, we have the particle size distributions for two sils A and B. Classify the soils according to…
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Q: Given the gathered data in sieve analysis of a soil sample; 1. Classify the soil using USDA 2.…
A: Given Sieve number, sieve size, percentage Passing through each seive sizes. Liquid limit LL,…
Q: Classify the following soils by the AASHTO classification system. Give the group index for each…
A: USing AASHTO chartStep:1Look at % passing through the No:200 sieve72>35% ⇒So Silt-clay…
Q: Classify the given soils using the Unified Soil Classification System (USCS). Give the group symbols…
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Q: Q2 The figure below gives the grain-size distribution of two soils. 100 Soil A 60 Soil B 40 1.0 0.1…
A: For soil AA: D10=0.09 D30=0.11 D60=0.13 Cu=0.13/0.09=1.44<6
Q: Problem 3 Classify the soil based on USDA textural classification Particle Size Distribution (%)…
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Q: Classify the following soils using the U.S. Department of Agriculture textural classification chart.
A: a) Soil A:- Sand=20% Silt = 30% Clay = 50% Hence, the Classification according to U.S. Department…
Q: a. Classify soil A using AASHTO method. b. Classify soil B using AASHTO method c. Classify soil C…
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Q: Classify the following soils by USCS classification system. Percent finer than (sieve analysis) No.…
A: For the Soil 1, The percentage finer than sieve number 4 is 71%. The percentage finer than sieve…
Q: Classify the soils based on AASHTO Soil Classification System. Give the Group Symbols and Group…
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Q: Classify the following soils by the AASHTO classification system. Description Soil A Soil B Soil C…
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A: D60=60% of particles passing through =0.5D10=10 % of paricles passing through sieve=20d30=30 % of…
Q: Classify the following soil using U.S. Department of Agriculture textural classification chart.…
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Q: Classify the following soils by the (1) USCS and (2) AASHTO classification system and give the group…
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Q: Classify the following soil using the U.S. Department of Agriculture textural classification chart.…
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Q: Classify the following soils using the Unified soil classification system. Give the group symbol.…
A: The given % passing No - 200 = 48 % Since % passing No 200 (48 %) < 50 % ;So It is a Coarse…
Q: 2. How much coarse-grained and fine-grained soils are in each soil?
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Q: Given soil having particle size distribution of 8% sand, 20% gravel, 48% sit and 24% clay, classify…
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A: USCS soil clsssification:iLook at the % passing through sieve no 200=70>50%⇒FINE GRAINED…
Q: Classify the following soils by the Unified (USCS) and AASHTO methods. Where necessary, assume CU =7…
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Q: Classify the following soils using the U.S. department of Agriculture textural classification chart.
A: The USDA classification chart is shown below: The following procedure is followed for classfying…
Q: According to the USDA textural classification system. Particle-size Soil distribution (%) A B C…
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Q: Classify Soil C using the following: a) AASHO b) USCS c) USDA if the composition of the soil is: a.…
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Q: In accordance with the Unified Soils Classification System, a soil grain having a size greater than…
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Q: Q1. Draw phase diagram of soil and what is formula of water content?
A: Asked: To draw the phase diagram of soil and give the formula for water content. The phase diagram…
Q: Classify the following soils using ASTM D 2487. Describe step by step procedure for each sample .…
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Q: 5.3 Classify the following soils using the Unified soil classification system. Give group symbols…
A: Soil. No A sieve analysis(Percent finer) Liquid limit Plasticity limit Comments No.4 No.200…
Q: Classify the soil according to unified soil classification system USCS; if the following data is…
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Q: 4. Classify the following soils by the AASHTO classification system. Description Percent finer than…
A: Given- 4 soils are given
Q: SITUATION 9 The result of sieve analysis of three soils is given next. It is required to classify…
A: Step 1:Look at % passing through No 200: 38%>35 so SILT-CLAY MaterialStep…
Q: Grain size distribution test for granular soil and for fine soil?
A: Grain size distribution is a method of separation of soils into different fractions based on the…
Q: Classify the following soils using ASTM D 2487. Describe step by step procedure for each sample .…
A: Let us plot the grain size distribution;
Q: Classify the following soil using U.S. Department of Agriculture textural classification chart.…
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Q: Soil 4, Soil 5, % Finer Sieve Size % Finer No. 4 99 23 No. 10 96 18 No. 40 89 9 No. 100 79 5 No. 200…
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Q: 1. Classify the following soils using USCS and give the group symbols. Sieve Analysis, % finer Soil…
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Q: How the grain-size distribution of fine-grained soil is determined ?
A: Sizes are expressed in terms of grain size distributions since a given soil will frequently include…
Q: The grain size curves for soils A, B and C is shown. It is required to classify the soils according…
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Q: Problem 4 Classify the following soils by AASHTO classification system. Give group index for each…
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- 1. Classify the following soils using USCS givegroup symbol and group name.a) A 55% of soil sample retained in sieve no. 4and 89% retained on sieve no. 200. The soilsample has a liquid limit = 28% and plasticLimit = 18% Cu = 4.2, Cc = 1.4 2. A saturated soil has the followingcharacteristics:Initial Volume = 25 cm3Final Volume = 16 cm3Mass of wet soil = 45 gMass of dry soil = 31 ga) Determine the Shrinkage Limitb) Determine the Shrinkage Ratioc) Determine the Specific Gravity of the soilClassify all the soils in 5.8 using unified soil classification system. Give group symbols and the group namesClassify the following soil by the Unified Soil Classification System based on the following information. Soils passing through 2.36 mm sieve = 60.40% Soil passing 75 m sieve = 1.20% D10 0.19 mm D30 0.70 mm D60 2.20 mm
- Classify the following soils by the AASHTO classification system. Description Soil A Soil B Soil C Percent finer than No.10 sieve 83 100 48 Percent finer than No.40 sieve 48 92 28 Percent finer than No.200 sieve 20 86 6 Liquid Limit 20 70 - Plasticity Index 5 32 NonplasticAccording to the USDA textural classification system Particle-size distribution (%) Soil A B C D Gravel 10 13 0 15 Sand 22 24 20 27 Silt 26 29 32 30 Clay 42 34 48 28 Classify: 1. Soil A 2. Soil B 3. Soil C 4. Soil D Please answer this asap for upvote. Thank you very muchClassify Soil C using the following
- Classify the soil sample using the U.S. Department of Agriculture textural classification chart. Sand =60 Silt = 35 Clay = 70.Classify the soil using USCS for the data given: Sieve Size 4.75 mm, weight retained 20 g; Sieve Size 0.075 mm, weight retained 730 g; 1000 g of soil was used. LL=40 and PL= 18. What is the classification of soil. a. SM b. SC c. SC-SM d. GCQ 03: (a) Draw graph (using graph paper or excel) for soil 1 and 2 given in problem 2 and paste it in the following?(b) Calculate D10 D30 and D60 for Sieve Analysis plot in section (a) and calculate Coefficient of Uniformity and Coefficient of curvature for both soils. Also comment if the soils are well graded or poorly graded and which soil is better graded in comparing to other in case of soil 1 and 2.
- Classify the following soil by the Unified Soil Classification System. Percent passing No. 4 sieve = 82Percent passing No. 10 sieve = 71Percent passing No. 40 sieve = 64Percent passing No. 200 sieve = 41Liquid limit = 31Plasticity index = 12Classify the soils (acronyms and full name) 1,4, 5 and 8 according to the U.S.C.S systemSubject: Soil Mechanics A. Classify the Soil Using USCS (with explanation/ justification) Given data: D10 = ? D30= 0.0023mm D60= 0.032mm Liquid Limit= 49% Plastic Limit= 24% CHOICES: a. CL (lean clay with gravel) b. CL ( lean clay with sand) c. ML (silt with gravel) d. ML (Silt with sand)