The following results were obtained from a liquidlimit test on a clay using the Casagrande cupdevice. The natural water content of this clay is 38%and the plastic limit is 21%.No. ofblows612202832Water52.547.142.338.637.5content(%)What is the liquid limit of this clay?b. What is the plasticity index of this clay?What is the liquidity index of this clay?

Given data: Natural water content (wn) =38% Plastic limit (wp) =21%

The following results were obtained from a liquid limit test on a clay using the Casagrande cup device. The natural water content of this dlay is 38% and the plastic limit is 21%. No. of 6 12 20 28 32 blows Water content 52.5 47.1 42.3 38.6 37.5 (%) What is the liquid limit of this clay? What is the plasticity index of this clay? c. What is the liquidity index of this clay? a. b.

The following results were obtained from a liquid limit test on a clay using the Casagrande cup device. The natural water content of this dlay is 38% and the plastic limit is 21%. No. of 6 12 20 28 32 blows Water content 52.5 47.1 42.3 38.6 37.5 (%) What is the liquid limit of this clay? What is the plasticity index of this clay? c. What is the liquidity index of this clay? a. b.

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: 11.4 Organic soils are typically characterized by high void ratio, low specific gravity, and high…

A: Geotechnical designing is significant on the grounds that it forestalls entanglements before they…

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

A: Unit weight of soil is the ratio of the total weight of soil to the total volume of soil. It…

Q: d) A sample of silty clay has a mass of 126 g. Laboratory tests results give a bulk density (p») of…

A: Given data, Mass m = 126 g Bulk density ρb = 2.05 g/cm3 = 2050 kg/m3 Bulk unit weight γb = 20.10…

Q: 11. The range of water content between the liquid and plastic limits is termed as: A. liquid limit…

Q: ç carefully added to the container so as not to d the container is filled the combined weight…

Q: The detailed results of a standard Proctor test on a soil classified as CL-ML and group name silty…

A: Given: Volume of Mould=130ft3 = 934.46 cm3 Weight of mould= 4.45 lb…

Q: а. Determine the maximum dry unit weight and the optimum water content. b. Plot the zero air voids…

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

Q: A liquid limit test on a clay was performed with the following results. The natural water content of…

Q: B- An undisturbed sample of a medium sand weighs 484.68g. The core of the undisturbed sample is 6cm…

A: Answer We are given Weight of the undisturbed sample W = 484.68g Weight of oven dried core sample Wd…

Q: Soil field density experiment was done by sand cone if you knew that the information below was done…

A: Objective: to Obtain the moisture content and field density of a given sample Solution: Given:…

Q: A hydrometer test was conducted on the material passing sieve No. 200 and the results are listed in…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: The laboratory test on a soil sample yields the following results natural moisture content = 18%,…

Q: The following results were obtained from a liquid limit test on a soil using a liquid limit device.…

Q: pand cone equipment is Used to perform field density test on a compacted arth fill Soil sample dug…

A: Weight of soil=19.88N Weight of dry soil=17.92N

Q: The void ratio of a soil sample is 0.79, its moisture content is 26%, and its specific gravity is…

A: Given Data Void ratio, e = 0.79Moisture content, w =26% =0.26Specific gravity, G = 2.73To find :…

Q: 10.9 A consolidation test on a sample of clay produced the following data: o: (kPa) 8. 16 32 64 128…

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

Q: On close investigation of a sample it was found to be in three layers 20mm, 60mm, and 40mm. The…

Q: A sample of moist sand taken from the field was found to have a moisture content of 14% and a…

Q: Determine the degree of saturation in percentage in a bulk density determination procedure on a…

Q: A soil sample has a porosity of 40 percent. The specific gravity of solids is 2.70. What is voids…

A: This question is related with geotechnical engineering . In this question we are provided with value…

Q: Pampanga sand with G; = 2.51 is mixed 26% by weight of water and compacted to produce a cylindrical…

Q: Taking Gs of the particles to be 2.70, calculate the void ratio before and after the application of…

Q: Homework 7: A cylindrical clay sample of 38 mm in diameter and 76 mm in height. It was brought from…

Q: In liquid limit test, one experiment was conducted to get 30 blows for a 12.5 mm groove closure for…

A: N = 30 w = 0.36 = 36 % wL = ?

Q: Diaz (1992) reported the following values for Mexico City clay: void ratio (e) = 2, natural water…

A: To compute the remaining quantities entering a phase diagram, we can use the following formulas:1.…

Q: The following results were obtained from a liquid limit test on a soil using a liquid limit device.…

Q: he Casagrande cup device. Determine the liquid limit of the clay. Deter- | mine also the liquidity…

Q: A natural soil deposit is to be used for a geotechnical engineering project. Laboratory test results…

A: Soil Properties % Passing Sieve No. 4 (4.75mm) = 100 % % Passing Sieve No. 200 (75μm) = 8 %…

Q: 16. In performing water content determination, the readability of the balance for specimen greater…

A: Readability is the smallest division at which the scale or the balance can be read. It can be…

Q: A sample of soft saturated clay has a volume of 100 cu.m. and weighs 175 grams. After oven-drying,…

Q: 3- A series of standard Proctor compaction tests were performed on soil and the obtained results are…

A: Given data- Volume of soil Vsoil=10-3 m3Gs=2.65From the graph-Maximum dry density γdmax=1.8 g/ccOMC…

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 following results were obtained from a liquid
limit test on a clay using the Casagrande cup
device. The natural water content of this clay is 38%
and the plastic limit is 21%.
No. of
blows
6
12
20
28
32
Water
52.5
47.1
42.3
38.6
37.5
content
(%)
What is the liquid limit of this clay?
b. What is the plasticity index of this clay?
What is the liquidity index of this clay?

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 1 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

A sample of saturated clay was placed in a container and weighed. The weight was 6N. The clay in its container was placed in an oven for 24 hours at 105˚C. The weight reduced to a constant value of 5N. The weight of the container is 1N. If Gs = 2.7, determine: a) Water Content b) Void Ratio c) Bulk Unit Weight d) Dry Unit Weight e) Effective Unit Weight
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
Find the correct solution
A certain saturated sand (S = 100%) has a moisture content of 27.9% and a specific gravity of solids of 2.61. It also has a maximum index void ratio of 0.90 and a minimum index void ratio of 0.33. Compute its relative density and classify its consistency. (Table on the right) Solution: Given the values of mmoisture content, specific gravity and degree of saturation, the void ratio can be estiamted as: e = Thus the relative density is found to be Dr = • According to the table, the soil is classified as %; soil. TABLE 3.3 CONSISTENCY OF COARSE-GRAINED SOILS AT VARIOUS RELATIVE DENSITIES (data from Lambe and Whitman, 1969) Relative Density, D,(%) 0-15 15-35 35-65 65-85 85-100 Classification Very loose Loose Medium denseª Dense Very dense "Lambe and Whitman used the term "medium," but "medium dense" is better because "medium" usually refers to the particle size distribution.
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?
A liquid limit test on a clay was performed with the following results. The natural water content of the clay is 38% and plastic limit is 21%. Number of Blows 6 12 20 28 32 Water content (%) 52.5 47.1 42.3 38.6 37.5 What is the liquid limit of this clay? (Use Interpolation) Group of answer choices 39.85% 39.99% 36.74% 38.63% Please answer this asap for upvote. Thanks
During Atterberg limit tessts in the Naboratory,the studens obtained the following results froma clayey soil. Wumber of Blows (N) Molsture Content \ 38/4 16 36/5 20 33.1 28 2/7 0 Plastic limit tests: Students conducted two trials and found that PL= 17 2% for the first trial and PL = 18.4% for the second trial. Assume that the liquid limit of the soil iS LL= 29.0% a. Determine the flow index. b. Determine the liquidity index of the soil if the in situ moisture content is 22.0%.
An undisturbed sample of fine sand is tested in the laboratory and found to have a dry mass of 4.63 kg, a total volume of 0.00198 m³ and a specific gravity of 2.70. Other laboratory tests are performed to determine the maximum and minimum density of the sand. At the maximum density, it is determined that the void ratio is 0.35 at the minimum density, the void ratio is 0.95. A. Compute the void ratio of the sand. B. Compute the relative density of the undisturbed sample. C. Compute the dry density in Mg/m³.
OMC-Proctor's Test A sample of dry sand has a volume of 1000 ml in its natural state. Its minimum volume when compacted is 750 ml. When gently poured into a measuring cylinder, its possible maximum volume is 1320 ml. what is the relative density?
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.
Please answer the following questions. In solving the problems, you should use stored values to get the exact values.
A liquid limit test on a clay was performed with the following results. The natural water content of the clay is 38% and plastic limit is 21%. Number of Blows 6 12 20 28 32 Water content (%) 52.5 47.1 42.3 38.6 37.5 What is the plasticity index of this clay? (Use Interpolation) Group of answer choices 15.74% 18.99% 18.85% 17.63% Please answer this asap for upvote. thanks