Classify the group name of the soil by USCS using the data given below:   Percent passing the #4 sieve 68 Percent passing the #200 sieve 22 Liquid Limit 34 Plastic Limit 17 Group of answer choices a) Poorly graded sand with gravel b) Well-graded sand with gravel c) Silty sand with gravel d) Clayey sand with gravel

Q: what is the group symbol and group name? Sieve analysis - Percent finer Liquid Plasticity Limit Soil…

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Q: Q.2) Classify the following soil using the Unified Soil Classification System (USCS): Sieve No. 4 10…

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Q: PROBLEM 7: The laboratory results of a soil test are as follows: Sieve Percent No. #4 #10 #40 #200…

A: Given data- To Find- It is needed to classify the soil and find its group index.

Q: ii) using USDA system iii) using AASHTO system

A: To determine Percentage of Gravel, sand, silt and clay in the soil sample. Using MIT system. Using…

Q: Both soil classification systems, AASHTO and Unified (ASTM), are based on the texture and…

A: In AASHTO and Unified (ASTM) soil is mainly divided into two categories namely fine grained and…

Q: ple from a site in Escondido was sieved in the lab. The entire sample h which 1200 grams passed the…

A:

Q: Given the following information, calculate the group index and classify each of these soils into the…

A: Given that,  The group index and AASHTO classification of the soils are to be determined.

Q: A) A sample of the soil was tested in the laboratory and it was found that the clay percent is 10 %…

A: The given data is shown below: Clay=10 %Sand=30 %Silt=60 %

Q: AASHTO Soil Classification System Sirve 1. Classify the soil using the AASHTO Classification System…

A:

Q: The sieve analysis of (2) soils and the liquid and plastic limits of the fraction passing through…

A: Given:- The sieve analysis of 2 soils are given  The liquid limit and plastic limit is also given To…

Q: 100 10 90 20 80 30 70 percent CLAY 60 Clay 40 реrcent SILT 50 50 Silty clay 40 Sandy clay 60 Silty…

A:

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: Given the following information, calculate the group index and classify each of these soils into the…

A: The group index and AASHTO classification of the soils are to be determined.

Q: Figure 5.8 Particle size distribution curves for Problems 5.12 through 5.15. 5.13. Determine the…

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Q: What is percentage of gravel of soil A

A: Given,

Q: The sieve analysis data for a granular soil are given below. • % passing 76.2 mm sieve = 98 • %…

A: Look at % passing thorough 0.075 mm=16%<35% so GRANULAR MATERIA

Q: Can I get a step by step for this question? Using the data presented for the given soil sample,…

A: Given data: Soil is Inorganic, Liquid limit=20% Plastic Index=6%  Coefficient of uniformity, Cu=5.5…

Q: EXERCISE 2 Results from a grain-size (sieve) analysis of a given soil are tabulated below. The soil…

A: Given, Sieve analysis data  LL = 23% PL = 19%

Q: Required only: #7, #9, and #12

A:

Q: Classify the soil according to ASTM-CS

A: The soil is classified into fine-grain soil or coarse grain soil based on the soil passing through…

Q: A soil is described as a “Silty clay, trace to some sand, trace fine gravel and cobbles”. Describe…

A: According to the description, the soil is mostly silty clay with trace quantities of sand, fine…

Q: The soil tested at the laboratory was found that the particle passing sieve No.200 is 89%, retained…

A:

Q: Soil classification requires all of the results of the following tests:  Liquid limit and Plastic…

A: soil mechanics : Soil mechanics, a branch of soil physics and applied mechanics describes the…

Q: Soil 1 Diameter or Sieve No. Mass Retained Soil 2 Diameter or Sieve No. Mass Retained (g) (g) % in ½…

A: American Association of State Highway and Transport Officials (AASHTO) and Unified soil…

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: Compute for the percent gravel, sand and finer as per USCS-ASTM A soil specimen (SOIL A) was…

A: sieve size in mm wt retained  cumulative wt retained total wt passed % finer in % 4.75…

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: Soil samples collected from the field gave the following laboratory test results: • Percentage…

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Q: A deposit soil sample contains 50 grams of sand, 8.4 grams of gravel, 6.6 grams of air as void and…

A: As per honour code we have to answer first three parts of question . For rest part submit new…

Q: EXERCISI Results from a grain-size (sieve) analysis of a given soil are tabulated below. The soil…

A: Given information, WL = 23% P.L = 19%

Q: A sample of soil has a plastic limit of (25) % and a liquid limit of (55) % Soil sample was tested…

A: Draw the figure.

Q: (a) Sieve and hydrometer analysis for two soils are given in the following, calculate the amount of…

A: Unlike ordinary cement concrete, where different types and classes of hydraulic cement are used as a…

Q: Percentage finer by weight 100% 80% 60% 40% 20% 0% 0.001 H 0.010 Soil Sample ID H I J L #200 0.100…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: Q2 The figure below gives the grain-size distribution of twa soils. 100 80 Soil A 60 Soil B 40 20…

A: Let us Classify the soil using ASTM-CS method in step 2.

Q: HOMEWORK: Classify the following soils by both the AASHTO and Unified Systems, and give the group…

A: AASHTO System; GI- group index is determined as follows; GI=F-350.2+0.05wL-40+0.01F-15IP-10 Where,…

Q: 5. Determine the USCS designation and soil description of a soil sample given that the sieve…

A: Given Data:Percentage passing #4 sieve: 92.5%Percentage passing #200 sieve: 60%Liquid Limit (LL):…

Q: Classify the following five soils, A through E, using the Unified Soil Classification System,…

A: Following table gives results of sieve analysis and Atterberg limits test conducted on soils A,B,C,D…

Q: A soil sample with the following composition by weight  45% Silt, around 15% Gravel and rest Sand,…

A: Sand: It is the most commonly utilised construction material. It is composed of rock fragments as…

Q: The sieve analysis of four soils and the liquid and plastic limits of the fraction passing through…

A: 1: Sieve NO 200 passing =58% >35% It is Silt-Clay material L.L=30 P.L=20 P.I=30-20=10   Sieve NO…

Q: Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a soil…

A:

Q: Classify the soil using USCS (with explanation) CHOICES: a. GW (well graded gravel with sand) b. SP…

A: To classify the given soil with the help of the sieve analysis result.   Given, Sieve Size…

Q: >: The following plot represents the grain size distribution curves for soils 1. 2 and 3. You are…

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Q: w. Classify the soils using the AASHTO

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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: Provide USCS classification for the soil shown on the GSC below. Your answer must contain the…

A: Given data: Grain size distribution curve:

Q: For a soil specimen, the following are given: % passing Sieve No. 4 = 92% % passing Sieve No. 10 =…

A: Look at the % passing through No 200 sieve=65>35%   silt and clay minerals

Soil engineering for highway design

Soil engineering is a part of geotechnical engineering that deals with the characteristics of soil. It also helps to understand the behavior of the soil in different conditions. The basic concepts of soil are studied to check the strength, compressibility, and porosity of the soil. This makes soil engineering an important topic for civil engineering.