PlasticsLiquid limitlimit11Can number#7#8#9#10Mass of empty can (g)Mass of can + soil (wet) (g)1.71.81.71.720.423.226.36.3Mass of can + soil (dry) (g)14.716.217.55.3Number of blows3328231. Determine the liquid limit.2. Determine the plastic limit.3. Allot group symbols and give soil description by USCS

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Answered: Plastics Liquid limit limit 1 1 Can…

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter5: Separation Processes

Section: Chapter Questions

Problem 5.13P

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Given the laboratory result of Atterberg Limit Test. Determine the liquid limit.
4.3 A homogeneous circular cylinder of length h, radius r and specific gravity S, floats in water. It is noted that r = 2/3h Under which one of the following conditions will the flotation be unstable? (a) 0.11 s S< 0.22 (b) 0.22 < S < 0.33 (c) 0.33 < S <0.66 (d) 0.66 sSs 0.99
4.3 A homogeneous circular cylinder of length h, radius r and specific gravity S, floats in water. It is noted that r= 2/3h Under which one of the following conditions will the flotation be unstable? (a) 0.11 < S< 0.22 (b) 0.22
do not round off in between solution
Proved
6-39 The following data were collected from a 10.16 mm-diameter test specimen of polyvinyl chloride (lo = 50.8 mm): Load (kN) Al (mm) 0.00000 1.334 0.1895 2.668 0.38 4.003 0.603 5.34 0.813 6.67 1.168 7.38 1.778 (maximum load) 7.12 2.388 6.316 3.048 (fracture) After fracture, the total length was 53.086 mm and the diameter was 9.982 mm. Plot the engineering stress strain curve and calculate (a) the 0.2% offset yield strength; (b) the tensile strength; (c) the modulus of elasticity; (d) the % elongation; (e) the % reduction in area; (f) the engineering stress at fracture; and (g) the modulus of resilience.
Q1/ A liquid has a specific weight of 59 lb/ft³ and a dynamic viscosity of 2.75 lb-s/ft². Determine its kinematic viscosity.
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y 30 kPa el. 30 m alcohol From the figure shown, the alcohol surface is subjected to pressure a Compute the pressure p = 774 m3 of 30 kPa. at the elevations given below: 1. 6 m 2. 12 m el.16 m oll 3.3 m p = 890 el.8 m water el.5 m glycerin k9/m p = 1235 el. 0 m
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Sieve analysis of a sample of fine aggregate resulted in the following data No. Sieve number 4 8 16 30 50 100 Sieve opening (mm) 4.75 2.36 1.18 0.6 0.3 0.15 Weight retained (g) 13 75 120 126 105 61 A) The total weight of the sample, assuming no mass loss during the analysis, is______ (g) a) 505; b) 500; c) 550 B) The half sieve used in the experiment is________. a) No.8; b) No.50; c) none of the above C) The fineness modulus of the aggregate________. a) 6.13; b) 3.16; c) 1.36 D) The average size of the aggregate___________. a) No.30; b) No.4; c) No.16

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