The moist densiteis and degree of saturation of a soil sample are given in the following table: Soil Density (Kg/m³) | Degree of Saturation (%) 45 1690 1808 75 Determine the weight of water in Kg, that will be in 7 m³ of the soil when it saturated.

The moist densiteis and degree of saturation of a soil sample are given in the following table: Soil Density (Kg/m³) | Degree of Saturation (%) 45 1690 1808 75 Determine the weight of water in Kg, that will be in 7 m³ of the soil when it saturated.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: What are the gravimetric water contents just before and just after irrigation

Q: Percent U.S. Sieve No. passing 4 100 10 90 20 64 40 38 80 18 200 13

A: The two important sieve numbers for classifying the soil is #200(0.075mm) and #4(4.75mm). Former…

Q: Given below is the result of a sieve analysis done on a soil sample Sieve No. Diameter Percent…

Q: What is the water content (%) of a soil specimen given the following information following a…

A: Water content=MWet-MdryMdryMWet=M1-M3=80.7-11.4g=69.3gmMdry=M2-M3=76.9-11.4g=65.5gm

Q: Volume by immersion vs. volume by measurement Provide a comparison about the two methods on how to…

A: comparison about the two methods on how to determine the unit weight of the soil

Q: a. Find the soil classification of soil A. b. Determine the soil classification of soil B. c. Find…

A: Given data-

Q: Soil B Soil C Sieve No. Diam Soil (mm) A 92 78 No. 10 2.000 77 0.420 53 No. 40 84 0.074 No. 200 17…

Q: Consider the following statements in relation to the given table Component Volume (cm³) Weight (g)…

A: Given, Component Volume (cm3) Weight (gm) Air 0.1 0.0 Water 0.3 0.3 Solid 0.6 1.50 To…

Q: In an experiment conducted by a soil engineer for the determination of the porosity and specific…

Q: The soil passing the no. 200 sieve was used to conduct a hydrometer test. The results are shown in…

A: Plot a semi-log graph with Percent finer on y-axis and grain size on x-axis.

Q: A soil has a water content of 25 %, a void ratio of 0.7, and a specific gravity of solids of 2.7.…

A: Given;Water Content = 25 %Void Ratio (e) = 0.7Specific Graity (GS) = 2.7Total Volume = 1

Q: Given below is the result of a sieve analysis done on a soil sample. Sieve No.…

A: ASKED: To determine the coefficient of uniformity for the given soil. Given, Sieve No. Opening…

Q: For a given soil sample, the weight of water is determined to be 21.8 lb. What is the volume of…

A: Given Normal temperature Weight of water , W = 21.8 lb Required Volume of water, V

Q: Determine the specific gravity of soil solids based on the data below: Initial volume of soil in…

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: Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent…

Q: From the results of a sieve analysis given below compute for the effective size of D10, D30 and D60…

Q: A 9.61cm3 sample of soil weighs 19g. After being dried in an oven, its weight in 17g. If the Gs=…

Q: The given data shows a sieve analysis of soil samples A, B and C. Percent Sieve Diameter Finer No.…

Q: The particle size characteristics of a soil are given in the table. Using MIT method, determine:…

A: Given data,

Q: • Problem 2- . The following are the results of a sieve analysis. Determine the percent finer than…

Q: Soil is a mixture of air, solid particles, water, or other fluids, as shown in this figure. Soil…

A: Objective: To determine: (a) water content and unit weight of the moist soil (b) void ratio and…

Q: Question 7 A sampler with a volume of 45 cm if filled with a soil sample . When the soil is

Q: Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent…

Q: Determine the value of the coefficient of uniformity. Round off to

A: Draw the gradation curve as shown below

Q: Porous stone Soil specimen. Porous stone Graduated flask Refer to the constant head permeability…

Q: 3.12 The dry density of a soil is 1780 kg/m³. Given G, = 2.68, what would be the moisture content of…

A: Given Dry density G= 2.68

Q: U.S Sieve No Opening (mm) Mass of soil retained (g) 4 4.75 28 10…

A: KINDLY NOTE, as per our company guidelines we are supposed to answer only first sub-parts. Kindly…

Q: The Unit weight of a soil sample is 21 Kilo-Newton per cubic meter. Calculate the following: a.…

Q: Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent…

A: GIVEN Seive no. Sieve diameter, Percentage Passing through each seive size. To Determine Coefficient…

Q: iven below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent…

A: sieve size in mm % finer than 4.75 96 2 90 0.85 66 0.425 39 0.25 26 0.15 14 0.075 5…

Q: HOMEWORK: A soil sample at natural state has a weight of 50N, and a water content of 3.5% is…

A: Given:Initial conditionTotal weight = 50NWater content = 3.5%Final conditionWater content =…

Q: Sieve No. Diameter Percent Passing % 4 4.750 97 10 2.000 80 20 0.850 72 40 0.425 43 60 0.250 27 100…

A: We have to find the coefficient of uniformity

Q: For the size distribution curve shown in Figure (1), classify the soil according to the Unified Soil…

A: Soil is classified as:- Silty Soil - From 0.002mm to 0.075mm. Sandy Soil - From 0.075mm to 4.75mm.…

Q: Classify the described below. The result of the particle-size analysis of soil are as follows: %…

A: Given data: %Passing #10 sieve=100 %Passing #40 sieve=80 % Passing #200 sieve = 55

Q: You’ve conducted a soil extraction on the site to have its soil profile determine, you’ve gathered…

A: Let's draw the phase diagram to proceed with the solution Let's say density of soil solid = dsolid…

Q: The particle size characteristics of a soil are given in the table. Using USDA method, determine:…

Q: You've conducted a soil extraction on the site to have its soil profile determine, you've gathered…

A: Given data: Mass of soil sample=15 kgs Volume of soil sample=0.007 m3 Water content=15% Specific…

Q: 100 01 0.01 0.001 0.0001 Diameter (mm) Figure 1 Grain size distribution Table 1. Soil properties…

Q: A SOIL SAMPLE WAS TAKEN FROM A SITE AND WAS PLACED IN A CUBICAL CONTAINER WITH ONE SIDE EQUAL TO…

A: Given Data: Side of the cubical container is b=0.1 m. Net weight of soil is W=2 kN. Weight reduction…

Q: A flow net for a cofferdam is shown below. The soil has a void ratio of 0.7 and is used to perform…

Q: Given below is the result of a sieve analysis done on a soil sample. Percent Passing % Sieve No. 4…

Concept explainers

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.

Question

The moist densiteis and degree of saturation of a soil sample are given in the
following table:
Soil Density (Kg/m³) | Degree of Saturation (%)
45
1690
1808
75
Determine the weight of water in Kg, that will be in 7 m³ of the soil when it
saturated.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Following is the result from the liquid limit test for a soil. y=-18.67In(x) + 111.39 60 55 50 45 40 35 1 10 100 Number of drops Determine the Liquid Limit. Please round to the nearest hundredth (i.e., 0.01). LL = Water content (%)
LL=75 and PL=40. 100% passing on Sieve 200.
Determine the average water content of a certain soil sample with the following data: Specimen Number Mass of empty, clean moisture can and lid Mass of moisture can, lid, and moist soil Mass of moisture can, lid, and dry soil Round your answer to 3 decimal places. 1 31 70 61 2 30 71 62
Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent Passing % 4 4.750 95 10 2.000 89 20 0.850 71 40 0.425 47 60 0.250 21 100 0.150 14 200 0.075 7 Pan --- 0 Determine the value of the coefficient of uniformity. Round off to three decimal places.
Soil
Given below is the result of a sieve analysis done on a soil sample.Sieve No. Diameter Percent Passing %4 4.750 9510 2.000 8220 0.850 7340 0.425 5360 0.250 23100 0.150 14200 0.075 7Pan --- 0Determine the value of the coefficient of uniformity
Given below is the result of a sieve analysis done on a soil sample. Percent Passing % 96 83 67 46 Sieve No. 4 10 20 40 60 100 200 Pan Diameter 4.750 2.000 0.850 0.425 0.250 0.150 0.075 26 13 8 0 Determine the value of the coefficient of uniformity.
Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent Passing % 4 4.750 95 10 2.000 83 20 0.850 69 40 0.425 50 60 0.250 27 100 0.150 13 200 0.075 7 Pan --- 0 Determine the value of the coefficient of uniformity. ROUND OFF TO THREE DECIMAL PLACES. USE STORED VALUES.
A field density test was carried out and the results are: Volume of hole = 946 cm ^ 3 Mass of wet soil removed from the hole = 1822 gm All the soil removed from the hole was dried in the oven and the mass after Determine the dry density in the field (in gm/cm^ 3 ) ying = 1703gm
From the given data, shows a sieve analysis of soil samples A, B and C. SOIL SAMPLE B PERCENT PASSING 100 90 77 59 51 42 35 33 Sieve No. Diam. (mm) # 4 # 8 #10 #20 #40 #60 #100 # 200 4.760 2.380 2.000 0.840 0.420 0.250 0.149 0.074 Characteristics of 40 Fraction 90 100 64 54 34 22 17 9. 100 98 92 84 79 70 63 LL PL 46 29 47 24 Classify the soil sample A using USCS Method Classify the soil sample B using AASHTO Method a Classify the soil sample C using AASHTO Method,