Given the gathered data in sieve analysis of a soil sample;1. Classify the soil using USDA2. Classify the soil using AASHTO soil classification system Sieve No.Diameter (mm)Percent Passing44.7610082.3897102.0092200.8487400.4253600.25421000.149262000.07417Liquid Limit = 35%Plasticit Limit = 20%

Given Sieve number, sieve size, percentage Passing through each seive sizes. Liquid limit LL,…

Answered: Given the gathered data in sieve…

Given the gathered data in sieve analysis of a soil sample; 1. Classify the soil using USDA 2. Classify the soil using AASHTO soil classification system

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: 15.12 Determine the embedment depth, d, and maximum bending moment for the cantilever sheet pile wal...

A: We have to determine the embedment depth d and maximum bending moment for the cantilever sheet pile ...

Q: 30KN/m 5.5KN 1.2mC BY 2.5m 8KN 4.5m Analyze the given frame A 1. Draw Shear and Moment Diagrams of t...

Q: exact answer. 2.43

Q: The sketch shows a painter's scaffold in mechanical equilibrium. The person in the middle weights 25...

A: Given:- Tension in each rope=200 N Weight of person in the middle=250 N

Q: ineering projects that you think wo needed in Davao City. Discuss why think tbere's g peed for such ...

A: The following are the three environmental engineering projects that are needed in Davao city. 1.Wate...

Q: 1. If P = 1800 Ib, determine the following a. force F in lb 10olb P. F 20olb b. Horizontal reaction ...

Q: A steel rod has a hexagonal cross section with 16 mm on each side. If the working stress is 116 MN/m...

Q: 2. An open cylindrical vessel has a diameter of 20 feet and a sidewall height of 8 feet. The dry wei...

Q: (x² h: y= x +3x – 4)(x² –9) | | ( x² +x-12)(x+ 3)

A: Y(x) is given. X is independent variable and y is dependent variable. Check the continuity of functi...

Q: Solve for the reactions on the supports A,B,C&D of the two loaded Beams shown Below.

Q: -Oil SG 0.79 P = 260 kPa gage Gasoline SG = 0.70 Pipe Air- 45 cm 50 cm 22 cm 10 cm Water Mercury SG ...

Q: A simple beam with a span of 15 ft supports a uniform load of 800 plf, which includes its own weight...

A: Given data Span length =15 ft UDL=800 p/ft What are the reactions of R2?

Q: Objective: To identify the soil classification of the given data gathered in sieve analysis of a soi...

A: Graph

Q: A falling head permeability test was carried out on a 15 cm long sample of silty clay. The diameter ...

Q: 2. A saturated soil sample has a water content of 34% and void ratio of 0.92. Determine

Q: Design a 2 span one-way slab with length of 5.0m discontinuous at one-end and continuous at the othe...

Q: A simply supported beam of 7.0 m span as shown below need to be designed with permanent action, Gk (...

Q: 3 k/ft 1. Determine the horizontal and vertical components of reaction at A,B,C. Assume the frames a...

A: We have to determine the value of shear and moment diagram and horizontal and vertical components of...

Q: The plastic limit of a soil is 0.35and its plasticity index is 0.1. When the soil is dried from its ...

Q: 8 k/ft 5 k/ft 3. Draw the moment diagram using method of superposition. 6 ft 9 ft

Q: Given the beam shown with computedreactions and a cross section. 1. Draw the shear and moment Diagra...

A: As per bartleby guidelines, experts are allowed to solve only first three parts . Those are solved ...

Q: Abe can paint the room in 15 hours, Bea can paint 50% faster than Abe, and Coe can paint twice as fa...

A: Step: 1 Paints: - It is a liquid surface coating, thin film on painted surface. Use of paint to dec...

Q: A shallow wide river 1500 m wide has a flow of 3000 m/sec with a velocity of 1.5 m/sec. Manning's (n...

Q: х-1 f : y=- if x<3 2x+1 if 3<x

A: Here function is right hand continuous

Q: The homogeneous bar AB weighing 1800 b is supported at either end by a steel cable. Calculate the sm...

Q: 2 KN 2KN 5 KN /m 20 KN.m A Hm Hm!

Q: PROBLEM NUMBER 4: Solve for the reactions on the supports A,B,C& D of the two loaded Beams shown Bel...

Q: A permeability pumping test was carried out in unconfined aquifer with the piezometric level before ...

Q: 200 mm If the beam is subjected to a bending moment of M=50KN, determine the maximum bending stress ...

A: Using formula to find bending stress

Q: 200KN 15KN/m 24KN/m 10 kN/m 3.00 meters 150 meters 3.00 meters

Q: The aluminum block has a rectangular cross section and is subjected to an axial compressive force of...

A: Given data, A aluminium block having, L= 3 in. B= 1.5 in. D= 2 in. P = 8kip Ealuminium= 10×10³ksi T...

Q: Analyze the given frame 30KN/m 5.5KN BY 1.2m,C 8KN 2.5m 4.5m A D

Q: The horizontal barshown (Length = 15.0 feet) rests on smooth inclines. Compute the distance x at whi...

A: Draw the FBD of the beam. Then using equilibrium equations calculate the reactions. Then the value o...

Q: A

A: Given data:

Q: An infinite slope is inclined at 22 degree. A plane of failure has developed at depth of 8 m from th...

Q: -rmine Degree of static indeterminacy Static internal indeterminacy Degree of kinematic indeterminac...

A: To find the static indeterminacy and static internal indeterminacy-

Q: A falling head permeability test was carried out on a 15 cm long sample of silty clay. The diameter ...

Q: 3x-4 if-3sxS4 If f(x) = . , find: (a) f(0), (b) f(1), (c) f(4), and (d) f(5). x -4 if 4<x<5

Q: 2. Determine the tension in the cable and the reactions at the hinge. (in tb)

Q: The value of M in the beam ABC shown in the figure is such that the joint B does not rotate M 30 kN/...

Q: From the figure shown, the thickness of permeable layer is 1.1m making an angle of 14 degrees with t...

Q: Given the following properties of a rectangular concrete beam: b = 300mm, d = 425mm, f'c = 28 MPa, f...

Q: P4.9 In Figure P4.9, rigid beam AB is subjected to a distributed load that increases linearly from z...

A: The given values are as follows ,wB=17.5kN/ma=2.8mb=1.0mc=1.2mTo determineThe yield strength od mem...

Q: Determine the wall loading that can be car- ried by a long footing 1 m wide and located 1.5 m below ...

A: The cohesion of the soil is c=58 kN/m The angle of internal friction is 20° The total unit weight of...

Q: Figure shows the members of a truss structure, subjected to a vertical load of 100 kN as shown. Calc...

Q: An rectangular orifice with height 0.4 m and width of 0.6 m was used to measure the flow of a certai...

Q: plitude of an initial lateral n to the total deflection of

A: Introduction The term primary sort framework in primary designing alludes to sidelong load opposing...

Q: Find the normal stress of members CD and CE of the truss shown. Cross sectional area of the members ...

A: ##Calculation of Normal Stresses in a member##CD , CE

Q: -3% grade is connected to a +1.2% grade by means of 200 m vertical curve. The PJ station is 100+ 00 ...

Q: In its natural state, a moist soil has a volume of 0.33 ft3 and weighs 39.93 lb. The oven-dry weight...

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

Given the gathered data in sieve analysis of a soil sample;

1. Classify the soil using USDA

2. Classify the soil using AASHTO soil classification system

Sieve No.
Diameter (mm)
Percent Passing
4
4.76
100
8
2.38
97
10
2.00
92
20
0.84
87
40
0.42
53
60
0.25
42
100
0.149
26
200
0.074
17
Liquid Limit = 35%
Plasticit Limit = 20%

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 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

determine max value op P
GIVEN: diameter of sewer pipe = 1.8mDepth of water = 1.6mQ = 2.5m3/sCompute the velocity. Use 3 decimal places all throughout the solution. Box/underline your finalanswer.
Requirements: breakdown it first . First solve AB and then BC. For W= 789. Solve it in 20 mins thanks
SOLVE FOR 1 HR. SHOW "COMPLETE AND NEAT SOLUTION" OBSERVE 3 DECIMAL PLACES
The answers to the head loss and Ry are correct but Rx is wrong. Rx should be 170 N, could you try reworking it?
Page 426, Concept Problem 6.3.Solve thisproblem completely, but with the following changes (Note that itinvolves the Sample Problem 5.8 on Page 377) (1)Changethepoint-load from50 kN to35kN. Keep in mind thatthis change will result in many other changes across the board. Discuss all practical issues in your findings.Important: you must also show all your new intermediate results from Sample Problem 5.8.
Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. *12.9517*99.9358*30.4889*39.5136 What gage pressure p1 in kPa, is needed to provide the given flow rate? *1121 kPa*1692 kPa*1328 kPa*1725 kPa Please answer with complete and detailed solutions. thank you. ASAP
A sample in a variable head permeameter is 8 cm in diameter and 10 cm high.The permeability of the sample is estimated to be 10 × 10^–4 cm/s. If it is desired that the headin the stand pipe should fall from 24 cm to 12 cm in 3 min., determine the size of the standpipe in cm which should be used. a.1.29 b.5.43 c.3.67 d.4.19
recheck with solution please. interpolate Specimen No. Time (second) Penetration (mm) 1. 30 40 180 38 800 34 1200 30 2000 22 30000 2 35000 none Determine the Initial Set: __________ seconds
A pipe has a diameter of 20 mm and a length of 80 m. A liquid having a kinematic viscosity of 4 x 10-5 m2/sec is flowing thru the pipe at 3 m/s. Compute the head loss of pipe. CHOICES: A.87.78 B.17.78 C.88.77 D.78.87
Is 883 : 1994( reaffirmed 2005)
Choose the correct answer a) 7.06 MN c) 3.53 MN d) 28.24 MN e) None of the mentioned b) 7.85 MN