The following data is from a sieve analysis, Sieve No. Mass Retained 30 22 20 45 40 52 70 100 35 140 48 170 52 200 60 Pan 23 Classify the soil by the USDA soil classification system. Attached is a chart to be used.

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: The result of sieve analysis of three soils is given next. It is required to classify these soils…

A: To show the classification of Soil - A, B, C as per AASHTO classification

Q: 2. Classify the soil using the USCS. Give the group symbols and group names.

A: Given: Properties of soil samples A, B, C, D, E

Q: Q3 The results of a particle size analysis of a soil are given in the following Table. No Atterberg…

A: Calculating the percentage retained: Sieve no. Sieve size (mm) % finner % retained 3/8 in 9.53…

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: 5.4 Classify the following soils by using the Unified soil classification system. Give the group…

A: For soil 1:

Q: Q5: Classify the soil with the data in table below using USCS to find the followings 1- group symbol…

A: H

Q: GEOTECHNICAL ENGINEERING: The resuts of a sieve analysis for a soil sample are given in the Table.…

A:

Q: 2. The particle size characteristics of a soil is given at the table below. Classify the soil using…

A:

Q: Classify the following inorganic soils by using the Unified Soil Classification System. Give the…

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

Q: Classify the following soils by the AASHTO classification system Give the group index for each soil.…

A: Note- Since we only answer up to 3 sub-parts, we’ll answer the first3. Please resubmit the question…

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: Plot the data given below on the USDA textural triangle and determine correct textural class of each…

A: Plot the sand, clay and silt values respectively in the USDA textural triangle for the soil samples.

Q: The laboratory test results of six soils are given in the following table. Classify the soils by the…

A: As per AASHTO the soils are classified as follows: In the above table: Plasticity index of A-7-5…

Q: GEOTECHNICAL ENGINEERING: The resuts of a sieve analysis for a soil sample are given in the table.…

A: The data given is:  Cc = 2 Cu = 6 LL = 20 PL = 14 % passing through 4.75 mm sieve = 95 % passing…

Q: III -"Particle Size Distribution Test" Tabulation of Data: 1 4 7 Sieve Sieve Mass Mass of Mass of…

A:

Q: he grain-size analysis is for a soil is gi Sieve No. # 4 #10 # 20 # 40 # 60 Diameter% (mm) 4.75 2.00…

A: Sieve   Mass  % Cumulative % Cumulative % No Sieve size Retained mass Retained Retained Passing…

Q: 4. From the given data, shows a sieve analysis of soil samples A, B and C. SOIL SAMPLE Sieve No.…

A: Consider the soil-related data.

Q: 100 90 20 80 70 clay 60 50 sandy clay silty clay 40 clay loam silty clay loam 30 sandy clay loam 20…

A: Given Percentage of soil particle size distribution  Gravel - 21 % Silt - 35% Sand - 12% Clay - 32%…

Q: Soil Percent passing sieve sample Liquid Limit plasticity Index No 10 No 40 No 200 A 100 75 25 35 15…

A:

Q: uS. STANDARD SIEVE NUMOERS HYDROMETER 1 r e va 16 200 100 .001 100 GRAIN SIZEN MILLIVETERS Sample…

A: for graph 1 Type  - Sand Symbol -  SP SP-(poorly graded sand)

Q: <0.002 0.002-0.05 0.05-2.0 (%) (%) (%) A 15 45 40 В 15 60 25 C 35 40 25 D 10 30 60

A: Answer:- Particle sizes, Clay &lt;0.002 mm Silt 0.002-0.05 mm Sand 0.05-2 mm So, for above…

Soil classification and characteristics

Soil classification is a method of categorizing soil based on its properties, types, and uses. The motive of soil classification is to arrange various types of soils and divide them into groups for various engineering and agricultural purposes. Soil classification is carried out by various agencies as per their purposes. From an engineering perspective, soil classification is done to find out the suitability of soil for various construction purposes like the construction of dams, foundations, highways, infrastructures, and so on. For engineering purposes, the soil is classified by the following systems: