Q.2) Answer the following question.1- The sieve analysis below was done for which type of aggregate.Weight of sample = 2000gmSieve sizein. (mm)3/8"9.5 mmNo.44.75 mmNo.82.36 mmNo.161.18 mmNo.300.6 mmNo.500.3 mmNo.1000.15 mmPanPercentWeightretained (g) retained02000*10094Klcc→-20004032000X100→0358420000360 2000 X492-20000722000 x 6² 118982Percentcumulative@4.7> 9520 i7-75182212000x100· 1002924.61457393Percentpassing0525уз618697317ASTMLimit10095_10080_10040 8525_6010_302_10

Required : Percent passing through each seive sizes.

Q.2) Answer the following question. 1- The sieve analysis below was done for which type of aggregate. Weight of sample = 2000gm Sieve size in. (mm) 3/8" 9.5 mm No.4 4.75 mm No.8 2.36 mm No.16 1.18 mm No.30 0.6 mm No.50 0.3 mm No.100 0.15 mm Weight retained (g) 02000*100 94 Percent retained 72 30 100 ·95 Klco→→ -2000 403 2000 xúc g 35842000x600 360 72000 Xc> 492420000 Percent Percent cumulative passing 0 5 4.7 20 il 75 982 57 1822 39 24.614 2212000x100|| 23 25 уз 61 86 97 ASTM Limit 100 95_100 80_100 40 85 25_60 10_30 2_10

Q.2) Answer the following question. 1- The sieve analysis below was done for which type of aggregate. Weight of sample = 2000gm Sieve size in. (mm) 3/8" 9.5 mm No.4 4.75 mm No.8 2.36 mm No.16 1.18 mm No.30 0.6 mm No.50 0.3 mm No.100 0.15 mm Weight retained (g) 02000*100 94 Percent retained 72 30 100 ·95 Klco→→ -2000 403 2000 xúc g 35842000x600 360 72000 Xc> 492420000 Percent Percent cumulative passing 0 5 4.7 20 il 75 982 57 1822 39 24.614 2212000x100|| 23 25 уз 61 86 97 ASTM Limit 100 95_100 80_100 40 85 25_60 10_30 2_10

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter2: Origin Of Soil And Grain Size

Section: Chapter Questions

Problem 2.1CTP: Three groups of students from the Geotechnical Engineering class collected soil-aggregate samples...

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