SUBJECT: SOIL MECHANICS A. Determine the approximate size of the soil CHOICES: a. 0.079mm b. 0.093mm c. 0.140mm d. 0.115mm B. Determine the approximate coefficient of Curvature CHOICES: a. 0.69 b. 0.84 c. 0.51 d. 1.03 C. Classify the soil using AASHTO classification system (with explanation) CHOICES: a. A-1-a b. A-3 c. A-1-b d. A-2-4

Q: Classify the following 3 soils by the AASHTO soil classification syster Sieve Analysis, % Finer No.…

A: iLook at the % passing through the Sieve 200=32<35%So Granular  mineral…

Q: * Standard Reference of Atterberg Limits Test is ASTM D 8215 O ASTM D 4318 O ASTM D 6523 O ASTM D…

A: Option (B) is the correct answer.

Q: TEEB PL= Soil Sieve Liquid Analysis(Percentage Limit Finer No. 4 87.4 No. 200 8.9 34.7 PI 29.9 of Cu…

A:

Q: 21. Classify the following soil according to USCS. Please present your steps logically Sieve %…

A: Percentage Passing through 4.75 mm sieve ie No.4 sieve = 90% > 50% Hence the Sample is a sand…

Q: What is percentage of gravel of soil A

A: Given,

Q: A soil profile has the following description from the boring logs: Depth (feet) Soil Type N-value…

A: Since the dirt is found in layers which are orchestrated during the development of soil. These…

Q: Sieve Soil A Soil B 3/4 in. 100 3/8 in 95 No. 4 85 --- 100 75 16 94 63 30 70 51

A: Data given Sieve Sieve size (mm) Percentage Finer Soil A Soil B 3/4 in 19   100 3/8 in 9.5…

Q: Sieve No. 4 10 40 200 LL PL Sail A Percentage Passing 100 68.5 36.1 18.1 Sail B 34.8 17.5 91.4 79.5…

A: Given:- The percent passing through different sieves of two soils i.e. Soil A and Soil B is given…

Q: Classify Soil C (group classification and group index) using AASHTO method. SOIL SAMPLE SIEVE NO.…

A:

Q: L II. Percentage of clay, silt, sand and Gravel in the soil sample Uniformity coefficient and…

A: Answer Let us first calculate the % finer and draw the grain size distribution curve Example for…

Q: A) Discuss the importance of stresses of soil mass study.

A: We are authorized to answer one question at a time, since you have not mentioned which part you are…

Q: 3. Determine the Atterberg Limit soil classification for: soil 1 and soil 3 3 4 2.68 Specific…

A: Given, Atterberg limits for various soils

Q: The granulometer curves of soils A, B and C are given below. Liquid limit value of floor A is 62%,…

A:

Q: 4. For a given soil show that ny satnyw a. W sat

A:

Q: 3. Soil Classification

A: a.) The expression for coefficient of uniformity is given as Cu=D60D10 Substitute the value in above…

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: Classify the two soils according to unified soil classification system

A: ###classification  of two soilS A and B   using Unified Soil Classification System ###

Q: A synthetic soil is made by mixing: 400 plastic spheres with Gs = 0.8 and diameter = 5mm, and 250…

A:

Q: Classify the following soil by the AASHTO classification system. Give the group index. Sieve…

A:

Q: find the type of given soil data if LL = 20, PL=15 1- by AASHTO method 2- by Unified method sieve…

A: Certainly! Here's the answer rephrased in another way:---Step 1  Here is the revised answer with all…

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?

A: (2) The soil retaining on 0.075 mm is known as coarse grain soil and the soil passing through 0.075…

Q: Calculate % Silt using the following values; a. Weight of soil= 50 g b. HR reading at 40 sec.= 25 c.…

A:

Q: Homework:- Classify the following soil Using AASHTO System. Given: % passing No. 10 = 100; % passing…

A: Given:  % passing No. 10 = 100 % passing No. 40 = 80 % passing No. 200 = 58 Liquid Limit (LL) = 30,…

Q: C. 22. Which of the following does not affect friction between soil particles? a. Mineralogy b.…

A: The friction between the soil particles is the phenomenon responsible for shear strength of soil.…

Q: 3. Classify the following soils using the Unified Soil Classification System. Give group symbols and…

A:

Q: Classify the following soil using the U.S. Department of Agriculture textural classification. Sand:…

A: Consider the texture  classification graph of soils.

Q: Classify the soil according to the soil classification system AASHTO: With the following data:…

A:

Q: Sieve Analysis Percent Liquid Plastic Cu Finer Limit Limit Dil No. 4 No. 200 70 30 33 12 95 70 52 24…

A:

Q: Classify Soils A and B as given in Example 9-1 and obtain the names. Assume Soil B to be inorganic.…

A: The soil is classified based on the composition of particle-like sand, gravel, clay or etc., Unified…

Q: * Standard Reference of Water Content Determination is ASTM D 2216 O D ASTM 5321 O ASTM D 7687 O…

A: Which is Standard Reference of Water Content Determination?

Q: A) Discuss the importance of stresses of soil mass study.

A: We are authorized to answer one question at a time, since you have not mentioned which part you are…

Q: SIEVE ANALYSIS Percent Passing Sieve No. Diam. (mm) Soil A Soil B Soil C # 4 4.76 100 100 100 # 8…

A: Given data:- Sieve No. Dia (mm) Percentage passing Soil A Soil B Soil C 4 4.76 100 100 100…

Q: a. Vv&Vs b. Vv& Vt 8. For a soil deposit having n = 33% and G = 2.6, ysaturated= 15KN/m3 , S is: c.…

A:

Q: discuss fundamentals of Permeability and Flow of Water in Soils

A: This is a question of Geotechnical Engineering based on the concept of permeability and seepage.

Q: lassify the soil using AASHTO. Percent fine = 0.75% Percent sand= 54.6% Percent gravel = 44.64% Cu =…

A:

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: Classify the soil A & B using USCS system

A: ##Classification of SOIL A AND B  using USCS system ###

Q: Given the liquid limit of soil equal to 70% and its plastic limit is 38% What will be the Liquidity…

A:

Q: A sieve analysis test was performed for a dry soil sample with a total weight (490 gm). Sieve Mass…

A: classification of the soil is done to arrange the soils into different group on the basis of their…

Q: i- How to determine the optimum moisture content of soil in lab. How to determine the soil porosity…

A: Solution: 1. We will determine the optimum moisture content of soil in lab as the moisture content…

Q: 100 Percent Passing 10 100 90 74 20 60 80 32 70- 15 Clay 40 60 - 50 he soil using the Triangular 50…

A:

Q: PLASTICITY INDEX (PI) What soil type corresponds to the information shown below if the PL is 15.…

A:

Q: Classify a soil with 30% clay, 15% silt, 32% sand, and 23% gravel. 100 90, 10 80 20 70 30 Clay 60 40…

A: Consider the given situation and graph The soil is 30% clay, 15% slit, 32% sand and 23% gravel

Q: Write each criterion that is satisfied for each classification.  For the given data of soil A and…

A: To Find :- 1. Classify soil 1 using AASTHO method 2. Classify soil 2 using USCS method

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.