Determine D10, D30, D60, Cu and Cc of the following soils. Sieve No.410184070100200LiquidLimit, %PlasticityIndex, %PercentageFinerSOIL A84.23176.54460.32145.93338.67420.31810.632SOIL A26.95411.654Percentage | PercentageFinerFinerSOIL B10010094.24182.39673.15464.00252.647SOIL B48.25122.841SOIL C10010010096.52182.94576.33260.541SOIL C12477

Soil A Soil B Soil C sieve No. sieve size in mm % finer % finer % finer 4 4.75 84.231 100…

Answered: Determine D10, D30, D60, Cu and Cc of…

Engineering

Civil Engineering

Determine D10, D30, D60, Cu and Cc of the following soils.

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: Define the major types of soils and their classification systems.

A: Types of Soils : 1. Alluvial Soil: a. It is water transported soil. b. The type of soil…

Q: Discuss geology and engineering properties of black cotton soils under the following: Hydrologic…

A: Once the soil is recognized as a structural material, its relevance is vital in civil engineering.…

Q: Given the following information, calculate the group index and classify each of these soils into the…

A: Given that, The group index and AASHTO classification of the soils are to be determined.

Q: Question 7 Classify the following soil using the U.S. Department of Agriculture textural…

A: To Determine Classify the following soil using the U.S. Department of Agriculture textural…

Q: Question 17 Classify the following soil using the U.S. Department of Agriculture textural…

A: Refrence : Us department of Agriculture Firstly draw line for clay which is horizontally then for…

Q: Classify the soil below using USDA textural classification. 1 Particle-Size Distribution (%) Soil…

A: we have to classify the soil according to USDA CLASSIFICATION SYSTEM. Given that, Sand=30%…

Q: Given the following information, calculate the group index and classify each of these soils into the…

A: The group index and AASHTO classification of the soils are to be determined.

Q: Classify

A: (Soil-A)% passing through #200=38% % passing through #40=65% % passing through #10=85%

Q: Required only: #7, #9, and #12

Q: A soil falls to the AASHTO classification of "A-5". The resulting group index of the soil was 13. If…

A: Given: The group index is 13. The percentage of passing the No. 200 sieve is 52.19%. The liquid…

Q: Problem D: For problems 14 to 17. Classify the following soils by the AASHTO classification System.…

Q: Problem 4 Provide the liquid limit, LL = 75; the plastic limit, PL = 45. The water content of the…

A: Hi! Thank you for the question as per the honour code, we’ll answer the first question since the…

Q: Classify the soils in Table 2 accord ng to the USCS. Table 2. Opening Soil 1 Soil 2 Sieve Size %…

A: According to the USCS, the soils are divided into two major categories: Coarse-grained soil: The…

Q: Question 8 Classify the following soil using the U.S. Department of Agriculture textural…

Q: List the soil types included in the coarse-grain category and the fine-grain category and the reason…

A: Classification of soil is the division of soil into groups with similar characteristics and probably…

Q: Classify the following soils by USCS classification system. Percent finer than (sieve analysis) No.…

A: For the Soil 1, The percentage finer than sieve number 4 is 71%. The percentage finer than sieve…

Q: Q1-2/ If the apparent specific gravity of a porous soil, G, is 1.25 and its porosity, n, is 40%.…

A: Given data,apparent specific gravity of porous soil is G=1.25porosity FINDreal specific gravitydry…

Q: 7. Classify the following soils by using Unified Soil Classification System. Give the group symbols…

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

Q: Describe about the Uniform Homogeneous Soils.

A: Soil consists of of air , water , organisms in a complex way. It forms the top layer of earth's…

Q: The sieve analysis of four soils and the liquid and plastic limits of the fraction passing through…

A: 1: Sieve NO 200 passing =58% >35% It is Silt-Clay material L.L=30 P.L=20 P.I=30-20=10 Sieve NO…

Q: Soil has the following particle-size distribution Gravel-20%, Sand-10%, Silt-30%, Clay-40%.Classify…

A: Given data, %Gravel = 20 %Sand = 10 %Silt = 30 %Clay = 40 To classify soil using USDA textural…

Q: The suitability of these soil for densification using vibroflotation method. What are these soil?

A: This is a technique used generally for improving ground bearing capacity and reducing the…

Q: Question 1 The sieve analysis of soil and the liquid and plastic limits of the fraction passing…

Q: w. Classify the soils using the AASHTO

Q: 2. Classify the foloowing soils according to the AASHTO classification system and give the group…

A: *Multiple Sub- parts* As per our company guidelines we are supposed to answer ?️only first 3️⃣…

Q: Classify the following soils by using the USDA's textural classification chart Particle - size…

A: The USDA textural chart is given below:

Q: How would pressure on rrban soils differ from those in agricultural areas?

A: The pressure on the soil refers to the force applied to the surface of the soil, either by the…

Q: 1. Classify the following soils by using the USDA's textural classification chart. Soil…

A: Soil A classification = Silty loam

Q: Question 13 Classify the following soil using the U.S. Department of Agriculture textural…

Q: The following are the characteristics of two soils. ClassifY the soils according to the AASHTO…

Q: What can be done to make use of saline sodic soils more sustainable

A: Saline-sodic soils are soils that contain sufficient soluble salt to adversely affect the growth of…

Q: Classify the following soils by the AASHTO classification system.

A: Step:1Look at the % passing through no 200:30≤35%so Granular materialStep:2LL=42≥41PI=18≥11so Group…

Q: Classify the two soils according to USDA Textural Classification. Soil % Sand % Silt % Clay A 50 40…

A: To solve this, to name the soil, let us take the chat, and identify the type of the soil.

Q: True or False: Most soils have indistinguishable colorand texture. ___________

A: The composition of water, organic matter and gases is known as soil.

Q: Classify the foloowing soils according to the AASHTO classification system and give the group…

A: Multiple Sub- parts As per our company guidelines we are supposed to answer only first sub-parts.…

Q: Classification and properties of soil in deatils

A: Soil is a mixture of mineral, gases, liquid, organism and organic matter which combinedly support…

Q: With the aid of diagram, briefly explain the saturated, unsaturated and dry soil condition of the…

A: Saturated, unsaturated, and dry soil condition are below:

Q: Classify

Q: We use two categories to describe soils: coarse-grained and fine-grained soils. 1) Explain why we…

A: Difference between coarse grained and fine grained soil.

Q: BS sieve Particle size Percentage smaller Soil I Soil J Soil K Soil L 63 mm 20 mm 100 6.3 mm 94 100…

A: According to the fraction of solid grains present in a material sample, sieve sizes reflect the…

Q: Q1 The sieve analysis of four soils and the liquid and plastic limits of the fraction passing…

A: soil 1: percentage finer through sieve 200 is 58 % > 35% It is Silty -Clay material Liquid limit…

Q: (a) nat is 'permeability' oT Soils? (b) What affects the permeability of soils? (c) Why should we…

A: a) what is permeability of soil The property of the soil by which it permits the flow of fluid…

Concept explainers

Soil classification and characteristics

Soil classification is a method of categorizing soil based on its properties, types, and uses. The motive of soil classification is to arrange various types of soils and divide them into groups for various engineering and agricultural purposes. Soil classification is carried out by various agencies as per their purposes. From an engineering perspective, soil classification is done to find out the suitability of soil for various construction purposes like the construction of dams, foundations, highways, infrastructures, and so on. For engineering purposes, the soil is classified by the following systems:

Question

Determine D₁₀, D_30,D_60,C_u and C_c of the following soils.

Sieve No.
4
10
18
40
70
100
200
Liquid
Limit, %
Plasticity
Index, %
Percentage
Finer
SOIL A
84.231
76.544
60.321
45.933
38.674
20.318
10.632
SOIL A
26.954
11.654
Percentage | Percentage
Finer
Finer
SOIL B
100
100
94.241
82.396
73.154
64.002
52.647
SOIL B
48.251
22.841
SOIL C
100
100
100
96.521
82.945
76.332
60.541
SOIL C
124
77

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: given data

Step 2: Soil A

Step 3: Soil B

Step 4: Soil C

Solution

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 6 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

Classify the following soil by the AASHTO classification system. Percent passing No. 4 sieve = 92Percent passing No. 10 sieve = 87Percent passing No. 40 sieve = 65Percent passing No. 200 sieve = 30Liquid limit = 22Plasticity index = 8
Classify the following soils by AASHTO classification system. Percent finer than (sieve analysis) Liquid Limit Plasticity Index Soil No. 4 No. 10 No. 40 No. 200 1 95 82 55 41 32 12 94 80 51 15 26 12 Silty-Clay Materials (more than 35 % passing No. 200 sieve) A-7 General Granular Materials Highly Organic Classification (35 % or less passing No 200 sieve) A-1 A-2 Group Classification A-1-a A-1-b A-3 A-2-4 A-2-5 A-2-6 A-2-7 A-4 A-5 A-6 A-7-5 A-8 A-7-6 Sieve Analysis percent passing: # 10 < 50 # 40 # 200 S 30 5 50 s 51 <15 25 $10 <35 35 s 35 35 236 2 36 2 36 236 Characteristics of fraction passing #40 Liquid limit Plasticity index < 40 241 40 241 NP3 <40 241 40 241 2 11 11 10 <10 211 211 < 10 <6 Stone <10 Usual types of signifcant constituent materials fragments; gravel and sand Fine Peat or sand Silty or clayey gravel and sand Sity soils Clayey soils muck General ratins as Excellent to good Fair to Poor Unstable subgrade VI VI VI VI VI
No.6
No.5
Question 1 Classify the following soil using the U.S. Department of Agriculture textural classification chart. Sand - 50 Silt - 15 Clay - 35 A) sandy clay В loam clay loam D sandy clay loam
Grain size distributions curves are given for 9 soils in Figures 1, 2 and 3. The LiquidLimit and Plastic Limit for the fine-grained portion of these soils are given in Table 1.a) Classify the soils according to ASTM/USCS (i.e., give both the Group Symboland Group Name).b) It is proposed that Soil 3 (Figure 2) be used for a highway subgrade. What is theAASHTO soil classification for this soil (see classification table on the last page ofthis assignment)? What is this soil's general rating as a subgrade?
3- Ninety-five percent of a soil passes through the No. 200 sieve and has a liquid limit of 60 and plasticity index of 40. Classify the soil by the AASHTO system.
soil classification
Problem D: For problems 14 to 17. Classify the following soils by the AASHTO classification System. Description A D Percent finerthan No. 4 sieve 100 | 92 100 94 Percent finerthan No. 10 sieve 100 85 80 80 Percent finerthan No. 40 sieve 96 71 78 51 Percent finerthan No. 200 sieve 72 56 59 15 Liquid Limit Plasticity Index 16) Soil A is ? 58 35 42 26 23 19 13 12 a) A-7-5(19) b) A-2-6 (0) c) A-7-6 (18) d) A-7-5 (18) 17) Soil Bis ? a) A-6(13) b) A-7-5(0) c) A-6 (7) d) A-6 (8) 18) Soil Cis ? a) A-7-6(5) 19) Soil D is ? a) A-2-6(2) b) A-7-6 (8) c) A-7-6 (7) d) A-7-6(6) b) A-3 (0) c) A-2-6 (0) d) A-2-6 (2)
Classify the soil according to the AASHTO Classification System. Your answer
Give me both right answers with explanation
The Grain size analyses results are given in Figure 1 for Soils A and B. Answer the following questions: i) The uniformity coefficient, Cu (= D60/D10) for Soil A is...... ii) Soil B is classified as..... ...... grained soil. iii) If liquid limit (LL) and plastic limit (PL) values of Soil A are given as 65 % and 35%, then the soil is classified as ............... by using plasticity chart provided below.