Results of sieve analysis Sieve Mass of retained openings soil on each sieve (mm) US Sieve # (g) 4 4.750 0.0 10 2.000 21.6 20 0.850 49.5 40 0.425 102.6 60 0.250 89.1 100 0.150 95.6 200 0.074 60.4 PAN 0.000 31.2 of soils 450 E

Results of sieve analysis Sieve Mass of retained openings soil on each sieve (mm) US Sieve # (g) 4 4.750 0.0 10 2.000 21.6 20 0.850 49.5 40 0.425 102.6 60 0.250 89.1 100 0.150 95.6 200 0.074 60.4 PAN 0.000 31.2 of soils 450 E

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: draw the particle size distribution curve for the given table using excel.

A: To Determine draw the particle size distribution curve for the given table using excel

Q: ii) using USDA system iii) using AASHTO system

A: To determine Percentage of Gravel, sand, silt and clay in the soil sample. Using MIT system. Using…

Q: The result of sieve analysis of three soils is given. It is required to classify these soils…

A: AASHTO soil classification system is also called as HRB or Highway Research Board soil…

Q: In the dry sieve analysis of soil the sieves are placed as sequential order one below the other as:…

A: answer is true explanation is given in below step

Q: Following the sieve analysis and the specific gravity of "SAND 1", a hydrometer test was performed…

A: The hydrometer test is used to determine the distribution of soil particle sizes that are smaller…

Q: Classify soil B using USCS. LL-46%, PL=28%. Group symbol is and Group name Is Grarel Sard Clay…

A: Given that, Liquid limit = 46% Plastic limit = 28% Calculating plasticity index = LL - PL = 46…

Q: Q3: Classify the soil below according to USCS and AASHTO L.L =30 P.I =10 Sieve no. Sieve opening P%…

A: To classufy the soil according to USCS and AASHTO

Q: Situation 3. Following are the results of a sieve analysis. Determine: a. Cu b. Cc c. So Sieve No. 4…

A: To Determine :- a. coefficient of uniformity, Cu b. Coefficient of curvature, Cc c. Sorting…

Q: SIEVE ANALYSIS Seive No. Sieve + Soil (g) Empty Sieve (g) 3/4" NA 1/2" NA 3/8" NA # 4 505.4 497.8…

A: Given data:

Q: Figure 5.8 Particle size distribution curves for Problems 5.12 through 5.15. 5.13. Determine the…

Q: Cummulative Percent SIEVE ANALYSIS GRAPH Weight Retained (g) Retained (%) Sieve Size Percent Percent…

A: Soils are broadly classified as Coarse grained soils and fine grained soils. If more the 50% of soil…

Q: What is percentage of gravel of soil A

A: Given,

Q: The results of the sieve analysis done on a soil are shown below Sieve No. Diameter Soil A 4 4.760…

Q: Classify the soil B & C using AASHTO system

A: Soil-B % passing through #200=33% % passing through #40=51% % passing through #10=77%

Q: Classify Soil C (group classification and group index) using AASHTO method. SOIL SAMPLE SIEVE NO.…

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: L II. Percentage of clay, silt, sand and Gravel in the soil sample Uniformity coefficient and…

A: Answer Let us first calculate the % finer and draw the grain size distribution curve Example for…

Q: Determine the liquid limit of the soil in percent. Determine the plastic limit of the soil in…

A: KINDLY NOTE, in a multipart question we are supposed to solve the first 3 questions, unless…

Q: The following data was obtained from sieve analysis test Sieve No. Sieve Mass of Mass of sieve empty…

A: sieve no sieve opening mass of mpty sieve mass of sieve + retained mass retained on sieve % 4…

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

A: Solution: AASHTO System GI

Q: Classify the soil according to ASTM-CS

A: The soil is classified into fine-grain soil or coarse grain soil based on the soil passing through…

Q: The following data are the results of a sieve analysis Determine the percentage retained on sieve…

Q: Given the following Sieve Analysis and Atterberg limits results. Answer the following questions: 1-…

A: Since you have posted a question with multiple subparts, we will solve the first three subparts for…

Q: Compute for the percent gravel, sand and finer as per USCS-ASTM A soil specimen (SOIL A) was…

A: sieve size in mm wt retained cumulative wt retained total wt passed % finer in % 4.75…

Q: a. Classify soil A using AASHTO method. b. Classify soil B using AASHTO method c. Classify soil C…

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

Q: From your Atterberg limits tests on the -40 portion of these samples, you have obtained the…

A: Given,

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

A: We have to determine the value of percentage passing of seive 600 micrometer as per the given data…

Q: b. The following data was obtained from Sieve Analysis conducted at a Soil Lab. Using the data given…

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

Q: Which of the following nearly gives the %gravel of Soil B using AASHTO? which of the following…

Q: Q5: Classify the soil with the data in table below using USCS to find the followings 1- group symbol…

A: H

Q: 3. Soil Classification

A: a.) The expression for coefficient of uniformity is given as Cu=D60D10 Substitute the value in above…

Q: (a) Sieve and hydrometer analysis for two soils are given in the following, calculate the amount of…

A: Unlike ordinary cement concrete, where different types and classes of hydraulic cement are used as a…

Q: Table 1- Sieve Analysis Results Sieve and Retained Retained Cumulative Cumulative Opening Size (mm)…

A: Given data,

Q: 3.8 Following CT scanning, data are available for a chalk core plug from the North Sea area. The…

Q: eve No. Diameter Soil A 4 4.760 89 6 2.380 70 10 2.000 63 20 0.840 55 40 0.420 40 60 0.250 31 100

A: Step1:Look at the % passing through sieve no 200=4<50%⇒COARSE GRAINED SOIL

Q: General classification Granular materials (35% or less of total sample passing No. 200) A-1 A-2…

A: To Determine Group index of the given soil. Given Percentage Passing through each seive size of the…

Q: PROBLEM NO. 2 A fined grained soil (no sand) is found to have a liquid limit of 70%, and a plastic…

Q: Sieve No. 4 10 40 200 LL PL Soil A 100 68.5 36.1 18.1 34.8 17.5 Soil B Percentage Passing 91.4 79.5…

Q: How can you get the pan encircled below? weight of sample = 1250g

A: Given data in question Weight of sample Sieve sizes Weight retained To find out Pan data

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…

Question

Q Search
Size Analysis_Part 3.pdf
EXAMPLE 1: Following are the results of a sive analysis:
a)Determine the percent finer than each sieve size and plot a Grain Size Distribution Curve (GSDC)
b)Determine D10, D30, and D60 from the GSDC
c) Calculate uniformity coefficient (Cu)
Calculate Gradation coefficient (Cc)
Results of sieve analysis
Sieve
Mass of retained
openings soil on each sieve
(mm)
US
Sieve #
(g)
4
4.750
0.0
10
2.000
21.6
20
0.850
49.5
40
0.425
102.6
60
0.250
89.1
100
0.150
95.6
200
0.074
60.4
PAN
0.000
31.2
Total mass of soil= 450 g
Desktop

Example 2:
The soil in the pan with a mass of 31.2 g seen in Example 1
was used for a hydrometer analysis.
The results of the hydrometer analysis are given below.
Plot the combined PSD Curve of both of the results (i.e. Example
1 and Example 2).
Results of hydrometer test
D(mm)
P'(%)
0.060
90.8
0.040
63
0.030
50
0.010
33.4
0.006
22.2
0.004
16.7
0.003
13
0.001
11.1
10
AR
16

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 by step

Solved in 2 steps

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

CEN 333 Geotechnical
soil ضهدتنس
III -"Particle Size Distribution Test" Tabulation of Data: 1 4 7 Sieve Sieve Mass Mass of Mass of Soil Percentage Cumulative Percent Number Size of each Sieve Retained-(Wn) on each percent Finer (mm) each + Retained sieve retained (%) Sieve Soil (Rn) (Σ Rn ) (3) 700 (g) 4 4.76 725 8 2.38 700 780 10 2.00 700 810 20 0.84 700 860 40 0.42 700 880 60 0.25 730 950 80 0.180 740 1120 100 0.149 750 1340 200 0.074 800 910 Pan 900 985 Plot the points of each sieve size between particle size and Percent finer. 100 90 80 70 50 40 20 10 0.000 0.001 0.010 0.100 1.000 10.000 Particle Size (mm) Particle Size Distribution Result Percentage Passing (%)
2.2 and 2.6 please
ANSWER THIS ASAP!! Classify soil A using USCS
What is the soil type based on the USCS classification. cent paing Sieve#4, 52% Per nt pass Sieve#10, 42% Perce bassin Sieve#200, 10% LL=19, P 13,C 2.1, Cu38 O GC O GC-GM O GW-GC-GM O GW-GC
pls ans soon
Sieve # Maas retained (gr) 4 0 10 11,5 16 11,7 20 12 30 12,9 40 17,8 50 19,1 70 35,1 100 38,1 200 118 Pan 3,5 Draw grain size distribution curve,find D60, D30, D10 Classify the soil.
EAM MAN TESİ MSKŪ-LMS Hydrometer and sieve analysis were conducted on a soil sample. amadı Find D10, D60, uniformity coefficient (Cu), coefficient of curvature (CC) considering the chart given below. erinden Hint: Cu=D60/D1o and CC=(D30)2 / (D10XD60) miş 100 90 80 70 60 50 40 30 20 10 SILT SAND GRAVEL 100 0,001 CLAY 0,1 10 0,01 DANE ÇAPI / PARTICLE SIZE (mm) D20: (in mm) Seς Seç. Cu 14.28 0.1 Deo: (in mm) 5.14 0.007 CC Consolidation test results are provided below, (Hint: C, or Ce = Ae/log(of/ai') ): nmadi zerinden nmiş AR 21 lenov GEÇEN DANE YÜZZDESİ / PERCENT FINER THAN D
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?
the given data shows a sieve analysis of a soil sample. classify the soil using AASHTO method. tables are provided below. a. A-7-6(5) b. none c. A-7-6(4) d. A-7-5(4) e. A-7-5(5)
From your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data Percentage finer by weight 100% 80% 60% 40% 20% 0% Soil Sample Identification 0.001 H I J L FINES Liquid Limit 60 H 0.010 46 37 Plastic Limit 26 nonplastic #200 34 18 Fine HOT SAND Medium 0.100 Particle size (mm) 1.000 GRAVEL Course Fine Coarse #4 10.000 Classify the soils H, I, J and L using 1) USCS Classification 2) AASHTO Classification 3" 100.000 I LLII. I