Question 45The results of the sieve analysis done on a soil are shown below.Sieve No. Diameter Soil A4.760892.38070102.00063200.84055400.42040600.250311000.149202000.0744LL60PL40Determine its classification using USCS.4. O GWO GPSPO Wala po dito ang aking sagotO SWAMoving to another question will save this response.O O O O O

Given data, In the above data, % of particles passing from a particular sieve is given. Now,…

Answered: Sieve No. Diameter Soil A 4. 4.760 89…

Sieve No. Diameter Soil A 4. 4.760 89 2.380 70 10 2.000 63 20 0.840 55 40 0.420 40 60 0.250 31 100 0.149 200 0.074 4 LL 60 20

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: Q:When B1/z=0.5 & B2/Z=0.25, so 15? find I=? TABLE 8.8 Influence Factor I, by Equation (8.11) (Half…

Q: Answer fast

A: Detailed explanation: We must examine the suction head measurements recorded at five distinct times…

Q: After the sample has been fractured and reassembled, the gage marks that initially measured 2.000”…

Q: of Container of Container + Dry Soil of Dry Soil Sample 198 g 722 g 524 g Mass of Mass of Mass eter…

Q: Situation 8. A sample of dry soil was shaken through a nest of sieves and the following results were…

A: ASKED: To determine - effective size uniformity coefficient coefficient of concavity Given,…

Q: Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter…

Q: ESTIMATE BUCKET CAPACITY by using Volume = Cross Sectional Area x Length, compute also the mass of…

A: Solution: All dimension are in meter

Q: With the suitable of diagram, explain the effect of water content on liquid limit and plastic limit…

A: Atterbergs limit (or) consistency limits : It is the minimum water content at which soil changes…

Q: Wt. of Wet Soil + Container WL of Dry Soil + Container Wt. of Container Wt. of Water Wt. of Dry Soil…

A: Test no 1 2 3 4 5 Wt. Of wet soil + container 22.46 g 0.047 lb 21.29 gm g 0.0453 lb Wt. Of…

Q: ooper made up of aluminum given a dimension below will scoop a sand, what is the volume of the…

A: First we determine inside dimensions Thickness is given = 0.0020739 Outside dimensions are given

Q: Sieve Analysis Mass Retained Diameter The following (grams) are the Sieve No. (mm) B results of a…

A: Given We have Two types of soil samples One is -A Other one is - B We have to classify the soils…

Q: Following are the results of a sieve analysis: U.S Sieve No. Diameter (mm) Mass Retained (grams)…

Q: QUESTION 1: Vector F=2.15 kN and vector F2=2.46 kN. Determine the resultant of these two vectors.…

A: Find resultant of given forces from problem 1 and 2 (Note;Answers given of problem 1 are wrong,i…

Q: Yren wan given a sol sample which yelds the totowing passing percentage tor derent sieves Seve No.…

A: Solution: AASHTO System GI

Q: - Soil Compaction 4. The compaction curve is shown below: 1.75 Ya"1.73 glem 1.70 y= -0.000610x³ +…

Q: Finer, % 100 90 80 70 60 50 40 30 20 10 0 0.01 1 Size, mm Figure shows a grain size distribution…

A: Given : The graph of Finer % against size in mm. To find : Coefficient of Curvature Cc Formula used…

Q: Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent…

A: since we know that coefficient of curvature = D230D10×D60 To calculate the D30,interpolate between…

Q: Q3/ Plot the grain-size distribution curve for (W1=1000 gm) of soil and the following results of…

Q: Calculate the end areas for depths of fill from 0 to 20 ft using increments of 2 ft for level…

Q: Solve

A: % retained =mass/total *100 Cumulative % retained = sum of present percent +cumulative of previous…

Q: Question 38 Yiren was given a soil sample which yields the following passing percentage for…

Q: Cumulative Percentage retained Sieve Sieve mass Cumulative % No. size(mm) retained (g) cumulative %…

A: Given Cumulative Percentage Passing Sieve size To Create soil distribution curve in excel.

Q: For a given soil, the following are given Gs = 2.64, moist unit weight = 17 4 kN/m3, and moisture…

Q: Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent…

Q: Determine: 1. The coefficient of gradation 2. The uniformity coefficient 3. Sorting Coefficient

A: Particle size distribution D10 = percentage of finer than 10 D60 = percentage of finer than 60…

Q: Determine the value of the coefficient of gradation/curvature.

A: The results of sieve analysis are generally shown on semi-logarithmic plots known as Particle size…

Q: 1. Percent passing on sieve 600um Weight Individual Cumulative Percent Sieve Retained Percent…

A: Given Seives size and weight retained on each seive. To Determine Percent passing on seive 600um

Q: (c) Table Q1(c) shows a laboratory test result for the course granite aggregate with size 19 mm.…

A: We know bulk SG of oven dried sample is Gbo=W1W2+W3-W4Water absorption isWabs=W3-W1W1×100

Q: What will be the USCS names for Soil 1 and Soil 2 in the figure below? % Finer 100 90 80 70 60 50 40…

A: Given: Particle size distribution of two soils Soil 1 and Soil 2 Required: To specify USCS…

Q: (g) Classify the soils according to AASHTO.

A: The given soils has to be classified according to AASHTO

Q: Example 10.1: - SP and Resistivity (shallow and deep) logs are shown in Figure 10.1 in front of…

A: Without any applied current, the spontaneous potential log (SP) quantifies the natural or…

Q: The soil you will use for borrow (bank) has a natural unit weight of 119 pcf and a w% of 11.5%. If…

A: Total volume, V = 45000bcy = 45000*27 ft³ = 1215000 ft³ Weight of soil excavated = 1215000*119 =…

Q: liquid limit plastic limit Tare number Units A5 A6 АЗ A1 A2 АЗ Tare Weight + Wet Sample Tare Weight…

Q: Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent…

Q: 21. Classify the following soil according to USCS. Please present your steps logically Sieve opening…

Q: Classify

Q: SETA Sample 1 2 3 4 5 Proctor Compadđion Weight of Mold (g) Weight of Mold with Soil (g) Volume of…

A: NOTE: This Problem solution is solved in excel sheet. TABLE NO 1 explanation notes

Q: Please complete in the table format and I really need help with this. Please

A: Time Elapsed (Sec) Hs (g/L) Hc (g/L) Temp T (C) Corrected reading, R= Hs-Hc L (cm) K Particle Dia, D…

Q: بہت Show that 11 2 Sex Gs Wc 1404

Q: Trial number 1 3 4 3. 62.588 19.220 9.703 15.039 63.154 51.856 81.090 30.380 Moisture Content…

Q: Classify the following soils using ASTM D 2487. Describe step by step procedure for each sample .…

Q: What are the parameters in designing flexible pavements? *

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Concept explainers

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

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 Preparation of Table

VIEW

Step 2 plotting curve on semi-log graph

VIEW

Step 3 Finding Cu & Cc

VIEW

Step by step

Solved in 3 steps with 2 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

PROBLEM CClassify the following samples using AASHTO Method of Soil Classification
Q5. Describe pycnometer method for determining water content of soil.
Soil mechanics.
The results of a CPT test performed for a commercial site are presented in the image (You already classified the soil layer in homework #2). The layer soil type is shown by the legend and corresponding numbers in the figure. A strip footing with a size of 3x30 is built on the surface of the mentioned strata. A 300 kN/m load is acting on the footing. Use Schmertmann's method to compute the settlement of this footing 1 year after construction and 30 years after construction. Please show your calculation for at least one layer if you want use excel software for this problem. For easier calculation use E₂ = 39c- • • Neglect the foundation weight. • Assume the layers are in dry condition. Use unit weight as table below. Layer No. 1 2 3 4 5 6 7 Unit weght kN/m3 17 17 19 18 18.5 18 18
Data Sieve Sieve No. Opening (mm) 4 4.750 10 2.000 20 0.850 30 0.600 40 0.425 60 0.250 140 0.106 200 0.075 Pan Mass of soil retained on each sieve, W (grams) 0 40.2 84.6 50.2 40.0 106.4 108.8 59.4 8.7 Percent of mass retained on each sieve. R Cumulative percent retained, Σ Rn Percent finer, 100 – Σ Rn
Example 7.3: A layer of sand oil with porosity = 25%, Swi=40%. Estimate k value using a chart? H.W. using an equation.
Situatlon 02. In the soil report gathered in a construction site, the engineer observes the water flow of the soil on site to test the bearing capacity of that portion of a land to whether it is feasible to construct a commercial building in that area. The following data were gathered. DAY 05 2.66 2.30 1.67 11 01 02 03 04 06 07 08 09 10 0.13 12 RAINFALL, in 1.20 EVAPORATION, 0.20 0.20 0.13 1.55 1.40 0.12 0.12 in WATER LEVEL, 6.24 | ft 5.33 The project site has a total lot area of 39.120 square meters, and the soil analysis was measured 7ft below the ground. In the site development analysis, nearby soil is observed as incapable of percolation and infiltration. Compute the total water outflow in the given area in cfs.
Question Please complete the tables in the picture (Geotechnical Engineering)
SITUATION 11 - Refer to the picture 1. Calculate the Cu of soil sample A 2. Calculate the Cc of soil sample A
a. A series of two square plates of widths 5 and 10 cm are used to assess the vertical stiffness of a sandy soil, with the following results: Plate width = 10 cm Sinkage, cm Plate width = 5 cm Weight, kg Sinkage, cm Weight, kg 5 0.15 16 1.20 8 0.50 1.65 28 2.52 3.74 13 23 47 5.65 60 5.45 35 13.50 15.00 88 7.48 45 95 105 9.85 54 16.52 10.05 b. Find ke and kp and n c. In the soil of (a), what would be the predicted sinkage of a tire of width 43 cm, diameter 142 cm and vertical weights of (a) 12.5 and (b) 25 kN? (Take L=d/4.)
From the given data, shows a sieve analysis of soil samples SIEVE NO. PERCENT PASSING PERCENT RETAINED SOIL A SOIL B SOIL C SOIL D 4 100 100 0 5 8 93 85 5 10 10 87 61 21 18 20 65 49 33 24 40 55 39 49 37 60 44 24 55 40 100 37 22 58 46 200 35 18 63 49 LL 39 25 42 45 PL 20 22 27 35 Cu 6 8 7 5 a.) Classify Soil A using AASHTO method b.) Classify Soil B using AASHTO method c.) Classify Soil C using USCS method d.) Classify Soil D using USCS method Please answer this asap. For upvote. Thank you
Determine the three Atterberg Limits from the given data.