2. Classify the soil using the USCS. Give the group symbols and group names.SoilABсDESieve analysis-Percent finerNo. 49260999080No. 2008 40 76 60 3548Liquid limit Plasticity index30266041248432122

Given: Properties of soil samples A, B, C, D, E

Answered: 2. Classify the soil using the USCS.…

Engineering

Civil Engineering

2. Classify the soil using the USCS. Give the group symbols and group names.

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: Question 2 Calculate the permissible long-term lateral load for three nails in double shear in C22…

Q: A prestressed concrete beam is simply supported over a span of 11 m. the beam is reinforced with…

A: A) Given data : Span, L=11m = 11000mm…

Q: Compute the bending stress of the beam shown. Assume that the concrete has cracked and use the…

A: Answer We know that Bending stress of the beam can be computed using the following equation Bending…

Q: Consider the geometric and traffic characteristics shown below. Approach (Width) North (56 ft) South…

A: Since the solution for the given question is lengthy, so the first 6 parts will be solved below.…

Q: A prismatic bar is fixed at edges A and B as shown in figure. What is the axial force in CD portion?…

A: Given data- A prismatic bar fixed at edges A & B as shown- To Find- The value of the axial…

Q: Through a very narrow gap of height 'h' a thin plate of large extent is pulled at a velocity V. On…

A: Given- The given situation of the question is shown below in the diagram- It is needed to find the…

Q: Determine the design capacity of the given tension member. Assume that the Slenderness requirement…

Q: A load P is supported by a structure consisting of rigid bar BDF and three identical 15-mm- diameter…

Q: (5) As shown in the image, an air space above a long tube is pressurized to 50 kPa vacuum. Water…

A: Given Initial Pressure in air space=50 kpa Final Pressure in air space=25 kpa Assume Atmospheric…

Q: Given 1000 trips, how many trips should be assigned to route 4 using the constant assignment ratio?…

Q: For the Beams Shown below solve each of the Following 1. Location of Maximum Deflection 2. Slope at…

A: Note : Given diagram is not in the correct representation of the dimensions Hence, hereI'm…

Q: Question No.2: Use conjugate beam method to determine the maximum values of slope and deflection for…

Q: Draw the shear and moment diagrams for each member of the frame. Assume the support at A is a roller…

A: Given Data Draw shear force and bending moment diagram.

Q: A solid plastic rod has a diameter of d = 31 mm and a length of L = 500 mm. An axial load of P = 34…

A: Diameter= 31 mm Length= 500 mm Axial load = 34 KN Modulus of Elasticity= 2 GPa

Q: How to solve the rainfall intensity in the table?

A: Given Data Determine a. Maximum incremental depth (mm) b. Maximum intensity (mm/hr)

Q: Determine: a. Location of the Neutral Axis from the bottommost portion of the section. b. Centroidal…

A: For C 200×27.9, specifications are, Depth, D = 203mm Ix = 18.2x 106 mm4 Iy = 0.825x 106mm4 C = 14.4…

Q: sn't it supposed to be 0.13 in c? I have used the solution of: 15C1 x (0.01)^1 x (0.99)^1-1 =…

A: Answer As per Normal distribution, We know that Probability that a one day rainfall of magnitude of…

Q: For the beam illustrated in the figure, find the locations and magnitudes of the m sile bending…

Q: Problem 5. Determine the equations of the elastic curve for the beam using the x¹ and x2…

A: Free Body Diagrams of the Beam

Q: (i) A sample of soil was prepared by mixing a quantity of dry soil with 10% by mass of water. Find…

A: Given Data Water content (w) = 10% = 0.1 Diameter of specimen (d) = 15 cm Height of specimen (H) =…

Q: 5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the…

Q: The dimensions shown below are in meters. What is the pressure in kPa at point D if specific gravity…

A: Assuming atmospheric pressure as 0 kN/m2 Pressure at A = Pressure at O + Pressure of Oil Column…

Q: Beam is loaded as shown in figure. Find the deflection at midspan and Point A using a) Castiglioni’s…

Q: From the given truss, find the force of members BC, CE, and EF. Solve this using two methods: (a)…

Q: Column Design: Given: a circular solid column carrying a compressive load of 8500 lb with pinned…

A: Steel grade - SAE 4140 OQT 1000 The young's modulus of elasticity, E=207 MPa Compressive load,…

Q: Determine the forces in the members U² U, L L and U L3 of truss shown below: U₂ U₁ U₂ L₂ U₂ th₂. L5…

Q: Select all that apply: In the Johnson-Euler approach for column buckling behavior, the transition…

A: Johnson-Euler approach for column buckling behavior- For short columns where inelastic behaviour…

Q: Problem 4.14. A rod 12.5 mm in diameter is stretched 3.2 mm under a steady load of 10 kN. What…

Q: Practice Problem 4.4 (CE Board November 2016) Given: Beam Dimensions, bx h=350mm x 450 mm Effective…

A: Given- Dimensions-b=350 mmD=450 mmcover=75 mmf'c=27.5 MPafy=415 MPa

Q: Determine the moment acting at support B. Using MDM (Moment Distribution Method).

A: Solution: Moment distribution method: Compute the loads acting on the span AB: Using a similar…

Q: For the Beams Shown below solve each of the Following 1. Location of Maximum Deflection 2. Slope at…

A: Given: Required : 1. Location of Maximum Deflection 2. Slope at point A and B 3. Maximum…

Q: SITUATION 18 - A 5-meter simple beam is loaded with triangular loading varies 0 to 600 N/m applied…

Q: request 3.3. A T-shaped cross-section beam is loaded as shown in Figure P8.11. Find the maximum…

A: Given:- The magnitude of the uniformly distributed load = w = 80 kN/m The moment at the free-end =…

Q: The work done by a 1 kN of water jet moving with a velocity of 60 m/sec when it impinges on a series…

A: Given data- velocity V=60 m/s,Force F=1 kN,velocity of vanes=9 m/s,To Find-The work done by the jet.

Q: Generally, when doing paint works, what are the factors to be monitored before starting? Give some…

A: The given question is related to painting work in building. It has asked " what are the factors to…

Q: Determine the force in member GP and state the member is in tension or compression Express your…

A: The reactions at the supports have to be determined. Then the required member forces can be…

Q: The butt connection shows 8-22 mm diameter bolts spaced as shown below. P 50 100 50 50 100 50 ## 00…

A: Given:- The yield strength of steel (Fy) = 248 MPa The ultimate strength of steel (Fu) = 400 MPa The…

Q: A column is formed by welding two A36 MC sections back-to- back. The column is 32 feet long. With…

A: Following are the given information. A=6.45 in2, d=10 in bf=3.32 in, x=0.990 in Ix=102 in4, Iy=6.40…

Q: A - *— L Wo B Determine the equations for the beam slope/angle and deflection using the double…

Q: A student surveys line AB in a level ground field by taping. While taping, he used pebbles as…

A: Given that :- Length of tape = 25 m Pebbles(No.) Partial Distance Trial 1 25 6.345 m Trial…

Q: 8-15. Determine the vertical displacement of joint C. Assume the members are pin connected at their…

A: To determine the vertical deflection at point C. Even if the truss is not externally determinate. We…

Q: dth . 10 0 +1 a 15 3 re si 2: Sit. 4 the length of curve of a simple curve having a degree of 4° is…

Q: 2Mo L Mo B - Determine the equations of the elastic curve and determine the maximum deflection. El…

A: Given Data EI = Constant Determine a. Slope and Elastic curve (deflection) equation using double…

Q: A 300-mm diameter well penetrates 27 m below the static water table. After 24 hours of pumping 69…

Q: During the design of a building the deflection of a beam is calculated to be 0.90 inch. In order to…

A: Given, δi = 0.9 in δa = 0.75 in

Q: Determine the displacement of point B of the beam shown in Fig. 8-27a. Take E= 200 GPa, I =…

Q: Two streams merge as shown in the figure below. Determine the value of C in mg/L in the side-…

Q: For the beam shown below, given that L = 7 m, and w= 5 kN/m, draw the FBD, shear & momment diagram,…

Q: A prismatic bar is fixed at edges A and B as shown in figure. What is the axial force in CD portion?…

Q: Question 42 A circular beam of 300 mm diameter is made up of a material having permissible stress 80…

A: Given - Diameter of the beam, d = 300 mm Permissible stress, δpermissible = 80 N/mm2 To find - What…

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

2. Classify the soil using the USCS. Give the group symbols and group names.
Soil
A
B
с
D
E
Sieve analysis-
Percent finer
No. 4
92
60
99
90
80
No. 200
8 40 76 60 35
48
Liquid limit Plasticity index
30
26
60
41
24
8
4
32
12
2

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

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 3 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

Percentage Passing®o No. 200 | No.40 | No. 10 | No.4 | Ce Cu PL. LL :Classify the soil by A: The UscS give the name and symbol group. B: AASHTO classiflication system Give the group index for each soil. 2.6 16 61 | 64 66
Q3/ Classify the following soils into Unified System: Sieve No Diameter (mm) % Passing Soil A 3/8" 9.5 100 4 4.75 100 25 0.599 100 52 0.295 95 100 0.152 69 200 0.076 56 0.03 43 0.01 40 0.005 38 0.002 31 L.L 55 P.L 25 Knowing that D60=9.5, D10=0.599, D30=2.411
4. The result of sieve analysis of three soils is given. It is required to classify these soils according to the AASHTO Classification system. Sieve No. 4 8 10 20 40 60 100 200 LL PL Diam. (mm) 4.760 2.380 2.000 0.840 0.420 0.250 0.149 0.074 SIEVE ANALYSIS Soll A 85 80 68 62 52 48 38 25 42 33 Percent Passing Soil B 98 90 85 78 62 55 50 45 45 37 Soil C 100 95 88 75 60 52 40 34 38 18
2. The result of sieve analysis of three soils is given. It is required to classify these soils according to the AASHTO Classification System. Sieve No. 4 8 10 20 40 60 100 200 LL PL Diam. (mm) 4.760 2.380 2.000 0.840 0.420 0.250 0.149 0.074 SIEVE ANALYSIS Soil A 90 64 55 33 24 17 9 5 Percent Passing Soil B 100 90 77 59 50 42 36 33 46 29 Soil C 100 100 78 91 85 79 70 63 47 24 a. What is the classification of Soil A? b. What is the classification of Soil B? c. What is the classification of Soil C?
Classify soil B using USCS. LL-46%, PL=28%. Group symbol is and Group name is Grarel Sard Clay Coerse Med'um Fme 100 90 70 B 50 20 10 A 10 I 0.420 0.10 075 O 01 4.75 2 Particle Diameter (mm)
• Particle size analyses were carried out on two soils-Soil A and Soil B-and the particle size distribution curves are shown in Figure % Finer Clay 100 90 80 70 60 50 40 30 20 10 0 0.001 + Silt Soil A Sand Soil B 0.01 0.1 1 Particle size (mm) - log scale Gravel 10 Soil A B 1. Classify these soils according to USCS and ASTM-CS 2. Is either of the soils organic? LL 26 (oven-dried; assume same for not dried) Nonplastic PL 18
Question 2 For shown particle size distributions, find coefficient of uniformity (Cu) and the coefficien curvature (C. )for each soil; BS sieves 63 pm 212am 600um 2mm 6,3mm 20mm 62mm 100 90 so 10 Gravel Fire MedumCoare Fine MedymConrse Fne Medium CoareCoobles 0.01 Clay 10 10 0.001 Particle size (mm) Percentage smallr
2. Classify the foloowing soils according to the AASHTO classification system and give the group indices. Soil A B C D E No. 10 92 90 100 72 100 Sieve Analysis, % Finer No. 40 81 70 92 61 85 No. 200 52 34 78 33 71 Liquid Limit 29 37 61 35 55 Plasstic Limit 16 30 26 22 21
4. Classify the following soils using the USC System. Sieve analysis % finer Soils 12345 #4 95 88 100 71 99 # 200 70 26 74 11 57 Atterberg Limits Liquid Limit 52 38 35 32 54 Plastic Limit 24 20 14 16 28 Gradation Parameters Cu Ce 4.8 2.9
Percentage finer by weight 100% 80% 60% 40% 20% 0% 0.001 (c) Soil J (d) Soil L H 0.010 Ma 1.000 Soil Sample ID H I J #200 L 0.100 Particle size (mm) 46 37 #4 Liquid Limit Plastic Limit 60 26 Non plastic 34 18 10.000 AASHTO Classification: Classify the following soils using AASHTO criteria. (a) Soil H (b) Soil I 3° 100.00
3.11 Classify the following soils by using the Unified soil classification system. Give the group symbols and the group names. Sleve analysls- Percent finer Liquld Ilmit Plasticity Index Soll No. 4 No. 200 C, C. 1 70 30 33 21 48 20 41 22 95 70 52 28 4 100 82 30 19 100 74 35 21 6. 87 26 18 38 69 88 78 38 8. 99 57 54 26 9. 71 11 32 16 4.8 2.9 10 100 2 NP 7.2 2.2 11 89 65 44 21 12 90 39 31 3.9 2.1 Ans.: 1. SC (clayey sand with gravel), 2. GC (Clayey Gravel with sand), 3. CH (sandy fat clay), 4. CL (Lean clay with sand), 5. CL (Lean clay with sand), 6. SC (CIlayey sand), 7. CH (sandy fat clay), 8. CH (sandy fat clay), 9. SP-SC (Poorly Graded sand with gravel and sand), 10. sW (Well-graded sand), 11.CL (Sandy lean clay), 12. SP-SC (Poorly Graded sand with gravel and sand) 3.12 For an inorganic soil, the following grain-size analysis is given. U.S. Percent Sleve No. passing . 4 100 10 90 20 64 40 38 80 18 200 13 For this soil, LL = 23 and PL = 19. Classify the soil by using (a) AASHTO soil…
Classify the following soils by the Unified soil classification system. Give the group na soil Soil 1 2 Sieve analysis (percentage finer) Liquid Plastic No. 4 No. 200 limit limit 98 28.5 33.2 22.6 95 10 30 22 D10 D30 8 D60 0.085 0.12 0.135 Q1)