From the table shows a summary of plastic limit test. Compute the plasticity limit. Plastic Limit Test Test Number 1 Weight of Wet Soil + Container 22.15 g 21.89 g Weight of Dry Soil + Container 20.02 g 20.23 g Weight of Container 13.29 g 13.49 g 2)

From the table shows a summary of plastic limit test. Compute the plasticity limit. Plastic Limit Test Test Number 1 Weight of Wet Soil + Container 22.15 g 21.89 g Weight of Dry Soil + Container 20.02 g 20.23 g Weight of Container 13.29 g 13.49 g 2)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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From the table shows a summary of plastic limit test. Compute the plasticity limit. Plastic Limit Test Test Number Weight of Wet Soil + Container 22.07 21.98 Weight of Dry Soil + 20.21 20.26 Container 13.28 13.14 Weight of Container 1. 6.0
Q3. A 1200 g sample of Gravel in the SSD condition in air and weighed 770 g when immersed in water. Also, a 500 g sample of Sand in the SSD condition in air and weighed 300 g when immersed in water Calculate the BSG(SSD) of the sand and gravel 1) the BSG (SSD) of the Gravel * 1.2.791 2.4.71 3.3.703 4.2.50 2) the BSG (SSD) of the Sand * 1.2.221 2.3.590 3.2.500 4.3.232 Choose one answer and write the answer number for me
From the table shows a summary of a liquid limit and plastic limit test. Compute the plasticity index. Liquid Limit Test Test Number 1 4. Number of Blows 34 28 22 19 Weight of Wet Soil + Container 22.19 g 21.28 g|21.28g 26.25 g Veight of Dry Soil + Container 19.09 g 18.55 g 18.84 g 22 g Weight of Container 12.93 g 13.46 g 13.09 g 13.45 g Plastic Limit Test Test Number Weight of Wet Soil + Container 22.46 g 21.63 g Weight of Dry Soil + Container 20.22 g 20.39 g Weight of Container 13.09 g 13.09 g Natural Water Content Test Number 1 Weight of Wet Soil + Container 17.08 g 16.70 g Weight of Dry Soil + Container 14.74 g 14.43 g Weight of Container 7.53 g 7.07 g 2. 2.
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(1)Determine the liquid limit. (2)Determine the plastic limit (3)Allot group symbols and give soil description by USCS.
Problem (6) The laboratory test data for a standard Proctor test are given below. Volume of Proctor mold Mass of wet soil in the mold (kg) Moisture conient (%) (ст3) 943.3 943.3 1.65 10 1.75 12 943.3 1.83 1.81 14 943.3 16 943.3 1.76 18 943.3 1.70 20 a) Find the maximum dry unit weight and optimum moisture content. b) Calculate the zero-air-void unit weights for a soil with G, =2.68 at moisture content of 5, 10, 15, 20, and 25%. Plot a graph of Yrav versus moisture content.
Answer in three decimal places please
Soil mechanics find average value of plastic limit , plasticity index and liquid limit ?
Given the tabulated data for an Atterberg Limit Test. A. LIQUID LIMIT Test Number No. of blows Weight of Wet soil + container 22.24g 21.19g Weight of Dry soil + container 20.10g| 19.28g Weight of Container 1. 2 39 30 12.74g 13.24g . Test Number No, of blows Weight of Wet soil + container 21.27g 26.12g Weight of Dry soil + container 19.25g 22.60g Weight of Container 3 4 23 12 2/2 13.06g 13.27g B. PLASTIC LIMIT Test Number 2 Weight of Wet soil + container 22.12g 21.84g1 Weight of Dry soil + container 20.42g 20.19g Weight of Container 13.07g 13.18g C. NATURAL WATER CONTENT Test Number 1 2 Weight of Wet soil + container 17.53g 16.97g Weight of Dry soil + container 14.84g| 14.36g Weight of container 7.84g 7.50g a. Compute the liquid limit. b. Compute the plastic limit. c. Compute the natural water content. d. Compute the plasticity index. e. Compute the liquidity index
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The following table shows the result of liquid and plastic limit tests. A. Liquid Limit Test Number 2 3 4 Number of blows 39 23 20 13 Weight of wet soil and container 22.40 21.19 21.27 26.12 (g) Weight of dry soil (g) 19.44 18.78 18.75 22.10 Weight of container (g) 12.74 13.24 13.06 13.27 B. Plastic Limit Test Number 1 2 Weigh of wet soil and container (g) 22.12 21.84 Weight of dry soil and container 20.42 20.19 Weight of container 13.07 13.18 C. Natural Water Content Test Number 1 2 Weigh of wet soil and container (g) 17.53 16.97 Weight of dry soil and container 14.84 14.36 Weight of container 7.84 7.5 Which of the following most nearly gives the: 1. liquid limit of the soil? 2. plasticity index of the soil? 3. liquidity index of the soil?
The results of a standard Proctor Test are tabulated as follows. Volume of Proctor Mold(ft³) Weight of Wet Soil in Mold(lb) Moisture Content(w%) 1/30 3.69 12 1/30 3.62 14 1/30 3.88 16 1/30 3.87 18 1/30 3.87 20 1/30 3.77 21 . a. Determine the moist unit weight (ymoist) and dry unit weight (yd). Plot the value of dry unit unit weight (yd) versus the value of moisture content (w%) and estimate the maximum dry unit weight (ydmax) and the corresponding optimum moisture content (w%) b. Determine the void ratio at the optimum moisture content if G s = 2.68 c. Determine the degree of saturation at the optimum moisture content. Use the graph form below for plotting the compaction curve. COMPACTION CURVE D 20.5 R 20 Y 19.5 U 189 N 18 17.5 T 1613 W 16 E 15.5 15 7 9 11 13 151719 212325 27293133 35 37 39 Moisture Content (w%) H T (KN/m^3)