A soil profile has the following description from the boring logs: Depth (feet) Soil Type N-value 0-20 Sand 12 20-40 Sand 15 40-60 Sand 18 60-100 Sand 20 Determine the appropriate soil profile type.

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

A:

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: Describe the requirements for a satisfactory engineering soil classification system.

A: A Soil classification means sorting of soil into groups which would show similar behaviour. Soil…

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

A:

Q: Explain the Taylor (1948) Allowable Soil Pressure Chart ?

A: Consider the Taylor (1948) Allowable Soil Pressure Chart;

Q: How field identification of clayey soil can be done from silty soil using simpler field tests. Find…

A: Given Data: Percentage of soil passing 75 micron sieve is F=58% Liquid Limit is wL=50% Plastic Limit…

Q: Why slope length and slope steepness are included as factors in the revised universal soil loss…

A: The Universal soil loss equation (USLE) model is the most frequent. used model for soil erosion risk…

Q: Given data : Water content%3D0.07 Void ratio=0.4 Specific gravity=2.7 Find degree of saturation

A: Given : Water content, w = 0.07 Void Ratio, e = 0.4 Specific Gravity, Gs = 2.7 Degree of Saturation,…

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

A:

Q: Describe different modes for measuring soil density.

A: The density of soil can be defined as it is the weight per unit volume of the solid portion of the…

Q: Classify the soil sample using the U.S. Department of Agriculture textural classification chart.…

A: Draw the line from sand at 60% Draw the line from clay at 70% Draw the line from silt at 35%  Find…

Q: Problem 2 Classify the soil using USCS system. Give the group symbols and group names. Soil Sieve…

A: For soil 'e' (I) since % finer #200 is 11% , So the soil is course grained soil. (II) as % finer #4…

Q: NAME: COURSE AND YEAR: GEOTECH 1 CE II-3A-F GEOTECHNICAL ENGINEERING 1 (SOIL MECHANICS) ASSIGNMENT 1…

A: Answer We know that gradation curve is plotted between the Grain size and % finer Grain size is…

Q: 2. Classify the following soil using AASHTO classification system. Description Percent finer than…

A: Solution: As per AASHTO classification system: Soil A: Sieve No. 200 = 38% passing Greater than 35 %…

Q: Percent Diameter Sieve Size Passing in mm (%) 4 4.750 100 10 2.000 92 20 0.850 80 40 0.425 53 60…

A:

Q: Q1: Explain the procedure for hydrometer analysis. Use online sources for detail descriptive study…

A: Hydrometer check specimens return from a range of sources, giant bulk samples from a field project,…

Q: Explain why the new universal soil loss equation includes slope length and slope steepness as…

A: Introduction- The  Universal Soil Loss Equation (USLE) calculates average yearly soil loss from…

Q: estion 41 The given datashows a sieve analysis of a soil sample. Classify the soil using AASHTO…

A: The soil sample that has been collected from site must be classified so that designing of foundation…

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: Problem 16 – 20. Classify the soils by USCS Sieve analysis, % finer Liquid limit Plasticity index…

A:

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: 11. What is the other term for natural moisture content? A. In-situ moisture content B. On-site…

A: EXPLANATION: Natural moisture content is the ratio of weight of water and the weight of soil solids…

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: Describe Effective soil pressures.

A: Effective soil pressure is defined as the pressure which is transferred from grain to grain to the…

Q: Classify this Soil Sample accoring to Unified Soil Classification System Soil Sample 1 Percentage…

A: Unified Soil Classification system(USCS): According to this method the soil is classified into two…

Q: Why is the hydrometer method commonly used to obtain data on the sizes of silt and clay particles in…

A: Analysis of the particle size distribution by sieve analysis quantifies categories of particle size,…

Q: Give one or two possible identifications for each of the following. Provide a group symbol and…

A: Solution to the given scenario:                 Soil having the particle size less than 75 micron is…

Q: list type of soil classification system and illustrate briefly the main difference between them ? (

A: Solution Soil classification is following type1) The Unified soil classification system(USCS)2)…

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: Granulometry and Volumetry of soils In a partially saturated soil, the W is 66.67%, the Ss is 2.5,…

A: water  content, w= 66.67%  = 0.667 relative specific gravity,(G) or  Ss = 2.5  saturated specific…

Q: Classify the soil given below, based on the following systems. Briefly describe your classification.…

A: Since you have posted a question with multiple sub-parts, we will solve the first three sub-parts…

Q: Classify the soil according to the USCS 1. Percent passing No. 4 Sieve = 70 Percent passing No. 200…

A: *Multiple questions*   As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q: Determine the value of degree of saturation Specific gravity%32.7 void ratio=0.34 water…

A:

Q: Define Soil Gas.

A: It is actually a type of sampling soil.

Q: Determine the percentages of gravel, sand, silt, and clay according to the AASHTO system. Analysis…

A: the values given in the question are as follows: Sieve size/grain size percentage finer than…

Q: What are the conditions responsible for changed elevation of groundwater table?

A: The level of the water table will change in various locations, and even within the same region.

Q: Unified Soil Classification System Problem Set No. 6 1. Do hand drawing of the grain size…

A:

Q: The following data is from a sieve analysis, Sieve No. Mass Retained 4 8. 20 16 25 25 33 50 45 80 38…

A:

Q: Describe the techniques used for soil gas samples.

A:

Q: The soil profile at a site has been investigated and the typical soil profile in the 100 feet has…

A: given that ,  soil profile is found at a depth of 100m  at that depth soil is described as sand and…

Q: The phrase "Unified Soil Classification System" (USCS) refers to a classification system for soil.

A: The question explains about the phrase "Unified Soil Classification System" (USCS) refers to a…

Q: Q5. Describe pycnometer method for determining water content of soil.

A:

Q: Prepare Chart for determination of soil description and unit weight ?

A: The weight per unit volume of a substance is its specific weight, sometimes referred to as its unit…

Q: The following data is from a sieve analysis, Sieve No. Mass Retained 30 22 20 45 40 52 70 100 35 140…

A:

Q: The soil profile at a site has been investigated and the typical soil profile in the 100 feet has…

A: Consider the given data Depth Soil description Shear wave velocity N PI 0.-30 Clay - - 85…

Q: Using Unified Soil Classification System, classify the soil sample Passing No. 4 = 87 % Passing No.…

A: Sieve Sieve size % passing 4 4.76 mm 87% 200 75μm 62% The soil is classified into fine-grain…

Q: QA:Classify the soil sample according to USCS depending on the data. Sieve No. % passing L.L - 20%…

A: When,Liquid limit WLWL < 50% ⇒ LowWL > 50% ⇒ HighHere, L.L = 20%So, LowFor the sieve no. 10…

Q: Give one or two possible identifications for each of the following. Provide a group symbol and…

A: No soil particles are discernible by eye, yet the soil, even when wet, falls apart when an attempt…

Q: Q3- Use the soil properties given in Table below and classify the soil according to AASHTO and…

A: Solution; Given table; Size(mm) Sieve no. % finer (or) passing 37 112in 100 12.5 12in 93…