Situation 3: Consider the following shrinkage limit test using mercury.Mass of moisture can:Mass of wet soil and moisture can:Mass of dish:Mass of dish and displaced mercury:Mass of dry soil and moisture can:Volume of wet soil:16.5 g72.3 g132.4 g486.1 g58.2 g32.4 cm²3a. What is the volume of the dried soil particle?3b. What is the shrinkage limite3c. If the liquid limit is 48% and the plasticity index is 18%,what is the liquidity index of the soil considering a naturalwater content of 16.4%²3d. What is the consistency index?3e. What is the shrinkage ratio ?3f. What is the specific gravity of the soil?70

Answered: Image /qna-images/answer/4d12cf2d-433c-46f2-93ef-ba6b2fb141e0.jpg

Situation 3: Consider the following shrinkage limit test using mercury. Mass of moisture can: 16.5 g 72.3 g Mass of wet soil and moisture can: Mass of dish: 132.4 g 486.1 g 58.2 g 32.4 cm³ Mass of dish and displaced mercury: Mass of dry soil and moisture can: Volume of wet soil: 3a. What is the volume of the dried sail particle 3b. What is the shrinkage limite 3c. If the liquid limit is 48% and the plasticity index is 18%, what is the liquidity index of the soil considering a natural water content of 16.4% 70 3d. What is the consistency index? 3e. What is the shrinkage ratio? 3f. What is the specific gravity of the soil?

Situation 3: Consider the following shrinkage limit test using mercury. Mass of moisture can: 16.5 g 72.3 g Mass of wet soil and moisture can: Mass of dish: 132.4 g 486.1 g 58.2 g 32.4 cm³ Mass of dish and displaced mercury: Mass of dry soil and moisture can: Volume of wet soil: 3a. What is the volume of the dried sail particle 3b. What is the shrinkage limite 3c. If the liquid limit is 48% and the plasticity index is 18%, what is the liquidity index of the soil considering a natural water content of 16.4% 70 3d. What is the consistency index? 3e. What is the shrinkage ratio? 3f. What is the specific gravity of the soil?

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: find the moisture content, moist unit weight, dry unit wait, void ratio, the porosity, and degree of…

Q: P2. 4.6 List the given, required, graph and box the final answer. A saturated soil used to determine…

Q: U.S Sieve No Opening Mass of soil retained (g) (mm) 4 10 20 40 60 100 200 Pan 4.75 2.00 0.85 0.425…

A: Given, Here is the result of sieve analysis of a soil. Sieve analysis is performed to classify soils…

Q: A soil with a volume of 163cm^3 is sampled from a field. It weighs 221g. Then, the sample was…

Q: A soil sample weighs 695g at saturation. At field capacity it weighs 556g and has a moisture content…

A: w = 19% wa = 2%Wfc = 556 gm

Q: A sample of moist soil having a wet mass of 1.0 kg and a volume of 0.64 liter (6.4 x 10-4 m3) was…

A: Given mass of moist soil = 1 kg mass of dry soil = 0.8 kg volume = 0.64 liters particle density =…

Q: A soil sample is known to have a moisture content of 22.50%. The soil has a specific gravity of…

A: Given Data The moisture content is 22.50 % The specific gravity of soil is 2.60 The unit weight of…

Q: Problem. 6.1: The data below were obtained with tension device from two soils of unknown texture

Q: (c) A dam project will be constructed in the London town. The laboratory test resultson a saturated…

A: Given data Wet mass Dry mass Initial volume Final volume

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

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

Q: subsequently determined to be 280 cm". The same 410 grams of dried soil was then vibrated and tamped…

Q: Weight of water for the saturated soil, Ww Water content, wc Void ratio, e Porosity,n

Q: 1. An air dry (not oven dry) processed clay powder sample has the following measurements: - Mass of…

Q: 5. Follow ing is the result of a modified proctor test. Determine the maximum dry unit weight, void…

Q: Soil placed on a can has been weighed before and after an oven-drying procedure. The procedure…

Q: What is the specific gravity of the soil?

A: shrinkge limits , v= 25.6 cc , v2 = 15.9cc ,w1 =44g , w2= 30.1g , g has to be find out

Q: A sample of soil obtained from a construction site is found to have a wet weight of 29.4 lb. When…

A: It is required to determine the water content. Here, w is the water content, Wwet is the weight of…

Q: The volume of an irregular partially saturated soil sample has been determined by covering the…

Q: 7. An oven dry soil sample that occupies 110 cm3 (volume of solids) absorbs 38.2 g of water (volume…

A: Solution Given Data Mass of water= 98.2 gm The volume of water= 38.2 cm3 Volume of sample= 110 cm3

Q: on, the mass of the soil sample inside a mold is estimated as 1710 grams. After drying, its mass was…

A: Given:- mass of the soil sample inside a mold is estimated=1710 grams To find:- a) On the phase…

Q: DATA FOR RELATIVE DENSITY TEST Mass of empty mold: Diameter of empty mold: Height of empty mold:…

A: Given data, Mass of empty mold(M) 5.258 kg Diameter of empty mold 10.15 cm Height of empty…

Q: The following results were recorded in a shrinkage limit test using mercury. Mass of container…

Q: Following are the results of a shrinkage limit test: Initial volume of soil in a saturated state…

A: 1) Determine the shrinkage limit of the soil 2) Determine the shrinkage ratio of the soil…

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 laboratory test data for a standard Proctor test are given below. Volume of Moisture content…

Q: A sample of clay soil of volume 1/1000 cubic meter and mass of 1.762 kg, after being dried out in an…

Q: A soil sample contains 500 grams of oven dry soil. The total volume of this sample is 400 cm3. At…

Q: The mass of the wet sample of the soil and its container is 14.5 kg. The dry mass of the soil and…

A: Given above data we have to find porosity, percentage air voids and weight of water at saturation

Q: A Standard Proctor Test was completed according to Method A described in Chapter 12. The following…

Q: A cylindrical soil sample of 7. 5 cm height and 3.75 cm diameter has been prepared for shrinkage…

Q: The following are the results of the laboratory shrinkage limit test (using mercury for displacement…

Q: Mass of soil chunk = 537.5 g Mass of soil chunk + paraffin coating = 544.4 g Amount of water…

Q: A sample of soil obtained from a test pit 2 ft3 in volume has a weight of 210 lb. The entire sample…

A: Volume= 2 ft3 Total weight = 210lb Dry weight =185 lb

Q: es of seven different clayey soils are shown below. Investigate the re strength and plasticity…

Q: The mass of a dry soil sample of volume 50cm3 is 88g. Calculate the shrinkage limit of the soil…

A: Given: Dry mass of soil, Md = 88 g Volume of soil, V = 50 cm3 Specific gravity, G = 2.71 Density of…

Concept explainers

Weight-Volume relationships

Weight is defined as the quantity of matter contained in a body. Weight can also be defined as the force acting on a body due to gravity. Mathematically, weight can be defined as-

Question

Situation 3: Consider the following shrinkage limit test using mercury.
Mass of moisture can:
Mass of wet soil and moisture can:
Mass of dish:
Mass of dish and displaced mercury:
Mass of dry soil and moisture can:
Volume of wet soil:
16.5 g
72.3 g
132.4 g
486.1 g
58.2 g
32.4 cm²
3a. What is the volume of the dried soil particle?
3b. What is the shrinkage limite
3c. If the liquid limit is 48% and the plasticity index is 18%,
what is the liquidity index of the soil considering a natural
water content of 16.4%²
3d. What is the consistency index?
3e. What is the shrinkage ratio ?
3f. What is the specific gravity of the soil?
70

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

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 steps with 5 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

1. The results of a standard Proctor test are given in Table Q1 below. Determine the maximum dry density of soil compaction and the optimum moisture content. Table Q1 Volume of Proctor Mass of wet soil in the mold Moisture content mold (cm³) (kg) 3.39 (%) 11.5 987 987 3.87 13.5 987 4.22 15.5 987 5.11 17.5 987 4.75 19.5 987 4.31 21.5
Atterberg's limits Problem 4.3 Results from liquid and plastic limit tests conducted on a soil are given below. Liquid limit tests: Number of Moisture blows, N content (%) 13 33 18 27 29 22 Plastic limit tests: Weight of Can 20 g Weight of Can + Moist soil = Weigh of Can + Dry soil 56.2 g 48.4 g a. Draw the flow curve and obtain the liquid limit. b. Calculate Plastic Limit b. What is the plasticity index of the soil?
Laboratory test results for a sample of clay soil for the purpose of evaluating the potential for volume change (swelling, expansion) are shown Liquid limit = 60% %3D Plastic limit = 24% %3D Particles smaller than 0.002 mm = 44% %3D Compute the plasticity index O 44 68 O 24 O -44
Can u solve ?(readable) A soil specimen is 38 mm in diameter and 76 mm long, and in its natural conditionweighs 168.0 g. When dried completely in an oven, the specimen weighs 130.5 g. The value ofGs is 2.73. What is the degree of saturation of the specimen?
You are working in a lab and are tasked with determining the percent plant available water for a particular soil sample. You take a field soil sample. The mass of your sample was 152g and it had 18.3% moisture by mass. Then, you place the soil sample in your pressure plate extractor and determine that the soil sample weighs 164.2g when the moisture potential is -33kPa and 130.7g at -1500kPa. What is the percent plant available moisture by mass of this soil sample? Please answer to one decimal place.
3. The following results were recorded in a shrinkage limit test using mercury. Determine the shrinkage limit. Mass of container Mass of wet soil and container Mass of dish Mass of dish and displaced mercury Mass of dry soil and container 17.5 grams 78.1 grams 130.0 grams 462.0 grams 64.4 grams
A soils specimen has a total volume of 95000 mm3 and its mass is 175 g. The dry mass of the specimen is 167 g, and the density of the soil solids is 2.70 Mg/m3. Find: water content, void ratio, porosity, degree of saturation, wet density, dry density. Give the wet and dry density in both SI and British units.
A saturated soil is found to have a volume of 25 cc and a mass of 45 g. It is placed in an oven and dried. The dried sample is found out to have a volume of 16 cc and a mass of 31 g. 1. Determine the shrinkage limit of the soil. a. 25.16 c. 17.39 b. 35.48 d. 16.13 2. Calculate the shrinkage ratio of the soil. a. 1.79 c. 1.85 b. 1.94 d. 1.81 3. The specific gravity of the soil sample is most likely equal to: a. 2.72 c. 2.82 b. 2.78 d. 2.88
1.4 A test for the relative density of soil in place was performed by digging a small hole in the soil. The volume of the hole was 400 ml and the moist weight of the excavated soil was 9 N. after oven drying, the weight was 7.8 N. Of the dried soil, 4N was poured into a vessel in a very loose state, and its volume was found to be 270 ml. The same weight of soil when vibrated and compacted had a volume of 200 ml. Determine the relative density.
05: The Figure below represents the data that was obtained from a liquid-limit test on a soil. 50 percent of its particles is passing sieve #200. Two determinations for the plastic limit gave water contents of 20.3 % and 20.8 %. Determine 1- Liquid Limit (LL). 2- Plasticity index. 3- Liquidity index if the water content is 27.4% 4- Void ratio at the liquid limit, if G, 2.7 5- Classify the soil based on AASHTO system. 30 10 20 40 60 80 100 Penetration, d (mm) Moisture content, w ()
Question 5 The results of the particle-size analysis of a soil are as follows: Percent passing the No. 10 sieve = 100 %3D Percent passing the No. 40 sieve = 80 • Percent passing the No. 200 sieve = 38 The liquid limit and plasticity index of the minus No. 40 fraction of the soil are 40 and 15, respectively. Compute the group index. A) 1.75 1.0 2.5 2.0