1. Classify the following soil using the U.S. Department of Agriculture textural classification chart.
Q: A fine-grained soil is found to have a liquid limit of 90 percent and a plasticity index of 51. The…
A: The given data is shown below:
Q: Classify the following soils, A through E, using the Unified Soil Classification System, including…
A: GIVEN the value of soil data to find the type of soil
Q: Classify the soil by A: The USCS give the name and symbol group. B: AASHTO classiflication system…
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Q: A soil has modified percentages for silt and clay which are 43.08% and 26.15%, respectively. (12pts)…
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Q: Question 7 Classify the following soil using the U.S. Department of Agriculture textural…
A: To Determine Classify the following soil using the U.S. Department of Agriculture textural…
Q: Question 17 Classify the following soil using the U.S. Department of Agriculture textural…
A: Refrence : Us department of Agriculture Firstly draw line for clay which is horizontally then for…
Q: Classify the soil below using USDA textural classification. 1 Particle-Size Distribution (%) Soil…
A: we have to classify the soil according to USDA CLASSIFICATION SYSTEM. Given that, Sand=30%…
Q: 1. Classify the following soils according to the USDA textural classification system. Particle-size…
A: Given: Required to find: Classify according to the USDA textural classification system.
Q: Question 16 Classify the following soils using the Unified soil classification system. Give the…
A: Given No. 4 = 100 No. 200 = 86 LL = 55 PL = 28
Q: Discussion 1. Define liquid limit and plastic limit of the soil,
A: We are authorized to answer one question at a time since you have not mentioned which question you…
Q: 1. A fine-grained soil is found to have a liquid limit of 70 % and a plastic limit of 38%. (a) On…
A: From Unified Soil Classification system Chart
Q: Classify the following soil using the U.S. Department of Agriculture textural classification chart.…
A: Sand-20% Silt-20% Clay-60%
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: Classify the soil given below using the Unified Soil Classification System. Percentage passing No. 4…
A: Given Data: Percent Passing No.4 sieve=72 percent Passing No.200 sieve=33 Liquid Limit= WL =35…
Q: Question 8 Classify the following soil using the U.S. Department of Agriculture textural…
A:
Q: Classify the following soils by the AASHTO classification system. Description Soil A Soil B Soil C…
A: Solution:- Given,
Q: The following soil as specified by the AASHTO System has the following results: Percent finer than…
A: Group index is given byGI=F200-350.2+0.005LL-40 +0.01F200-15PI-10F200=34LL=37PI=12
Q: Classify the following fine grained soil as per IS soil classification system. Liquid limit = 90%,…
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Q: Classify the following soil using the U.S. Department of Agriculture textural classification chart.…
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Q: Discuss Improve the properties of the soil—For
A: Improving soil properties is important to soil conservation. Soil improvement is the alteration of…
Q: Classify the soil sample using the US. Department of Agriculture textural classification chart. Sand…
A:
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: Soil has the following particle-size distribution Gravel-20%, Sand-10%, Silt-30%, Clay-40%.Classify…
A: Given data, %Gravel = 20 %Sand = 10 %Silt = 30 %Clay = 40 To classify soil using USDA textural…
Q: How to identify grain size distribution of soilExplain how to determine shrinkage limit and specific…
A: GIVEN, THERE ARE MULTIPLE QUESTIONS ARE THERE IN A SINGLE QUESTION. 3 QUESTIONS ARE FROM GEO…
Q: 3, determine the moist unit weight of this soil wi
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Q: Classify the group index of the soil by AASHTO Classification System using the given data below:…
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Q: 3. Classify the following soils using the Unified Soil Classification System. Give group symbols and…
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Q: Classify the following soil using the U.S. Department of Agriculture textural classification. Sand:…
A: Consider the texture classification graph of soils.
Q: ACTIVITY 3 1. Classify the Soil 1 according to the USDA textural classification system. Soil 1…
A: To find out the soil according to USDA textural classification system.
Q: (g) Classify the soils according to AASHTO.
A: The given soils has to be classified according to AASHTO
Q: Question 13 Classify the following soil using the U.S. Department of Agriculture textural…
A:
Q: In accordance with the Unified Soils Classification System, a soil grain having a size greater than…
A: Only sand has size less than 4.75 mm Gravel ,cobble and pebble have size greater than 4.75 mm.…
Q: Classify the two soils according to USDA Textural Classification. Soil % Sand % Silt % Clay A 50 40…
A: To solve this, to name the soil, let us take the chat, and identify the type of the soil.
Q: True or False: Most soils have indistinguishable colorand texture. ___________
A: The composition of water, organic matter and gases is known as soil.
Q: What is the condition of soil if it is collected below the ground water table? O dry soil O fully…
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Q: What is the natural moisture content of soil in percent? b. Compute the consistency index.
A: AS CONSISTANCY INDEX + LIQUIDITY INDEX =1
Q: Elaborate further/ discuss engineering classification of soil
A: Engineering classification of soil Classification based on green size Textural classification…
Q: Classify the following soils using the Unified soil classification system. Give group ymbols and…
A: Step1:Look at the % passing through sieve no 200=86 >50%⇒COARSE GRAINED SOIL
Q: Which U.S. standard sieve serves to separate coarse-grained from fine-grained soils in the Unified…
A: Fine-grained soils are defined as those soils whose individual particles can pass through a 0.075mm…
Q: Classify the following soil using the U.S. Department of Agriculture textural classification chart.…
A: Given data, ASTM Sieve designation (mm) % Finer 63 93 20 76 6.3 65 2 59 0.600 54…
Q: Classify the following soil using the U.S. Department of Agriculture textural classification.…
A: Reference : USDA - US Department of Agriculture Textural Classification Refer the figure established…
Q: Question 8 Classify the following soil using the U.S. Department of Agriculture textural…
A: The given data is shown below: Sand=45Silt=35Clay=20
Q: What types of soil could be best improved by this method.
A:
Q: What type of soil generate when the rate of rock decomposition exceeds the rate of removal?
A: when the rate of rock decomposition exceeds the rate of removal or erosion or transportation of…
Q: Classify the following soil using the U.S. Department of Agriculture textural classification chart.…
A: The USDA chart represents the percentage of sand , Silt and Clay which finally gives the type of…
Q: Classify soils A, B, C, and D based on the USCS (ASTM D2487 - 17) indicating the symbol and soil…
A: Solution: AASHTO soil classification system: Soil A: No. 10 - 78% No. 40 - 75% No. 200- 8% LL = 60…
Q: 4. Classify the following soil by the Unified Soil Classification System: Percent passing No.4 sieve…
A: Classifying the soil by referring Unified soil classification system Consider the following…
Q: Classify the soil according to the AASHTO Classification System.
A: Solution: Given: Liquid Limit (LL)=52 Plastic Limit (PL)=40 Plasticity Index (PI)= LL-PL=52-40=12
Q: With the given data: Gravel = 15%, Sand = 10%, Clay = 35%, Silt = 40 % Classify the soil according…
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Step by step
Solved in 5 steps
- Classify soils A, B, C, and D based on the USCS (ASTM D2487 – 17) indicating the symbol and soil description. Additionally, classify the soils according to the AASHTO Soil Classification System indicating the name of the soil group as well as the GI. Sieve Opening (mm) Percent Passing (%) Soil D Soil C Sieve Number Soil A Soil B No. 4 4.750 78 75 60 78 88 88 No. 10 2.000 75 75 75 No. 18 1.000 60 60 60 No. 30 0.600 45 45 45 45 No. 40 0.425 30 30 30 30 No. 60 0.250 22 22 22 22 No. 100 0.150 15 15 15 15 No. 140 0.105 10 10 10 14 No. 200 0.075 8. 4 13 LL 60 60 20 20 PL 25 35 14 14Classify 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 NonplasticSoil Classifications 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 48 92 28 Percent finer than No. 40 sieve 20 86 6 Percent finer than No. 200 sieve 20 70 Liquid limit Plasticity index 32 Nonplastic
- • Particle size analyses were carried out on two soils-Soil A and Soil B-and the particle size distribution curves are shown in Figure % Finer Clay 100 90 80 70 60 50 40 30 20 10 0 0.001 + Silt Soil A Sand Soil B 0.01 0.1 1 Particle size (mm) - log scale Gravel 10 Soil A B 1. Classify these soils according to USCS and ASTM-CS 2. Is either of the soils organic? LL 26 (oven-dried; assume same for not dried) Nonplastic PL 18Classify the following soils by the AASHTO classification system. Description Percent finer than No. 10 sieve Percent finer than No. 40 sieve Percent finer than No. 200 sieve Soil A Soil B Soil C 100 92 94 82 38 81 85 51 52 Liquid limit Plastic Limit 42 29 43 23 16 34 Table 3.1: Classification of Highway Subgrade Materials General class fication Granular materials (35% or less of total sample passing No. 200) A-2 A-1 Group classification Sieve analysis (percentage passing) No. 10 No. 40 No. 200 Characteristics of fraction passing No. 40 Liquid limit Plasticity index Usual types of significant constituent materials A-1-a A-1-b A-3 A-2-4 A-2-5 A-2-6 A-2-7 50 max. 30 max. 50 max. 51 min. 15 max. 25 max. 10 max. 35 max. 35 max. 35 max. 35 max. 40 max. 41 min. 40 max. 41 min. 10 max. 10 max. 11 min. 11 min. 6 max. NP Stone fragments, gravel, and sand Fine sand Sity or clayey gravel and sand General subgrade rating Excellent to good What is the classification of Soil A? O A-5(3) A-7-5(3) O…PROBLEM No. 2 Classify the following soils by the AASHTO classification system: Soil A Soil B Soil C Percent finer than #10 sieve 83 100 48 Percent finer than #40 sieve 48 90 28 Percent finer than #200 sieve 20 86 6 Liquid limit Plasticity Index 20 65 5 32 non plastic
- Classify the following soil by the AASHTO classification system. Percent passing No. 4 sieve = 92Percent passing No. 10 sieve = 87Percent passing No. 40 sieve = 65Percent passing No. 200 sieve = 30Liquid limit = 22Plasticity index = 8Classify the following soils by the AASHTO classification system. Give the group index for each soil. Sieve analysis- Percent finer Liquid limit Plasticity index Soil No. 10 No. 40 No. 200 A 98 80 72 52 21 90 74 58 38 12 84 71 64 41 14 D 100 78 82 32 12 E 80 68 48 30 11 © Cengage Learning 2014Classify the group symbol of the soil by AASHTO Classification System using the given data below: Percent finer than the #10 sieve 72 Percent finer than the #40 sieve 52 Percent finer than the #200 sieve 8 Liquid Limit Plasticity Index NP
- Classify the following soils by the Unified (USCS) and AASHTO methods. Where necessary, assume CU = 7 and Cc=2.5. Soil No. 2 62 % Passing Soil No. 1 # 4 95 41 #10 88 # 40 33 11 81 2676 #200 65 21 LL 53 12 PL 36 USCS AASHTO UsilyClassify the following soils by using the Unified soil classification system. what is the group symbol and group name? Sieve analysis - Liquid Plasticity Index Limit Soil Percent finer Cu Cc No. 4 No. 200 A 48 20 41 22Classify the following soils by the USCS soil classification system Sieve Analysis - Percent Finer Liquid Limit Plasticity Index Cu Се Soil No.40 No.200 100 2 NP 7.2 2.2 B 89 65 44 21 A) USCS soil classification for Soil A B) USCS soil classification for Soil B