Question

Question 1 (10 points). A sieve analysis was carried out on a sample of sand weighted 1 kg the following results were obtaine

0 0
Add a comment Improve this question Transcribed image text
Answer #1

MNS is the smallest sieve size through which all the aggreagte pass. hence MNS of the sample is 9.5 mm.

sieve opening (mm) weight of retained(g) cumulative weight retained(g) %commulative weight retained
38 0 0 0
19 0 0 0
9.5 0 0 0
4.76 29 29 2.9
2.4 123 152 15.2
1.2 242 394 39.4
0.6 294 688 68.8
0.3 212 900 90
0.15 100 1000 100
3.163

Therefore, fineness modulus of coarse aggregates = sum (cumulative % retained) / 100 = 3163/100=3.163.

Grading curve:

sieve size(mm)

percentage passing

38 100
19 100
9.5 100
4.76 97.1
2.4 84.8
1.2 60.6
0.6 31.2
0.3 10
0.15 0

grading curve percentage passing 0.2 0.4 0.6 0.8 1 2 4 6 8 10 20 sieve size(mm)

Add a comment
Know the answer?
Add Answer to:
Question 1 (10 points). A sieve analysis was carried out on a sample of sand weighted...
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for? Ask your own homework help question. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions
  • An available stock fiter sand has the following sieve analysis: Table 2: stock fiter sand Size,...

    An available stock fiter sand has the following sieve analysis: Table 2: stock fiter sand Size, mm Cumulative weight, % 0.13 2.5 52.0 63.0 84.0 93.0 97.0 100.0 3.36 4.34 a. Determine the geometric mean size, the geometric standard deviation, the effective size and the uniformity coefficient for the stock sand. b. It is desire to produce from this sand with an effective size of 0.6 mm and uniformity coefficient of 1.5. What U.S. Standard sieve size would be used...

  • 1. The results of a sieve analysis on a soil sample were: Sieve Size (mm) Mass...

    1. The results of a sieve analysis on a soil sample were: Sieve Size (mm) Mass Retained (g) 0.0 5.5 25.7 23.1 22.0 17.3 12.7 6.9 0.6 0.3 0.15 0.063 2.3 grams passed the 63 um (or 0.063 mm) sieve. Plot the particle size distribution curve and estimate the following: (a) (b) (C) percentage of sand percentage of gravel percentage of cobble effective size uniformity coefficient coefficient of curvature. (e)

  • The following results were obtained from an undrained shear box test carried out on a set...

    The following results were obtained from an undrained shear box test carried out on a set of undisturbed soil samples. 0.2 0.8 Normal Load (N) Strain (%) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 0 21 46 70 89 107 121 131 136 138 138 137 136 0.4 Shearing force (N) 0 33 72 110 139 164 180 192 201 210 217 224 230 234 237 236 0 45...

  • The following results were obtained from an undrained shear box test carried out on a set...

    The following results were obtained from an undrained shear box test carried out on a set of undisturbed soil samples. 0.2 0.8 Normal Load (N) Strain (%) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 0 21 46 70 89 107 121 131 136 138 138 137 136 0.4 Shearing force (N) 0 33 72 110 139 164 180 192 201 210 217 224 230 234 237 236 0 45...

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT