Situation 6. The table shows the data for a shrinkage limit test.15.64 g76.47 g62.56 gMass of coated dishMass of coated dish with wet soilMass of coated dish with dry soilVolume of wet soil32. 85 cm³3/6Mass of dishMass of dish and displaced mercuryUnit mass of mercury130.00 g240.70 g13.60 g/cc15. Which of the following most nearly gives the initial water content of the soil?a. 33.71%b. 29.65%c. 27.96%d. 26.02%16. Which of the following most nearly gives the shrinkage limit of the soil?a. 13.62%b. 11.42%c. 12.30%d. 14.93%17. Which of the following most nearly gives the shrinkage ratio?a. 1.77b. 1.90c. 1.82d. 1.70

Answered: Image /qna-images/answer/e479f164-040d-4441-b3ac-bc30c0f15ef9.jpg

Situation 6. The table shows the data for a shrinkage limit test. 15.64 g 76.47 g 62.56 g Mass of coated dish %3D Mass of coated dish with wet soil Mass of coated dish with dry soil Volume of wet soil %3D 32. 85 cm³ %3D 3/ 130.00 g 240.70 g 13.60 g/cc Mass of dish Mass of dish and displaced mercury Unit mass of mercury 15. Which of the following most nearly gives the initial water content of the soil? a. 33.71% b. 29.65% c. 27.96% d. 26.02% 16. Which of the following most nearly gives the shrinkage limit of the soil? a. 13.62% b. 11.42% с. 12.30% d. 14.93% 17. Which of the following most nearly gives the shrinkage ratio? с. 1.82 d. 1.70 а. 1.77 b. 1.90

Situation 6. The table shows the data for a shrinkage limit test. 15.64 g 76.47 g 62.56 g Mass of coated dish %3D Mass of coated dish with wet soil Mass of coated dish with dry soil Volume of wet soil %3D 32. 85 cm³ %3D 3/ 130.00 g 240.70 g 13.60 g/cc Mass of dish Mass of dish and displaced mercury Unit mass of mercury 15. Which of the following most nearly gives the initial water content of the soil? a. 33.71% b. 29.65% c. 27.96% d. 26.02% 16. Which of the following most nearly gives the shrinkage limit of the soil? a. 13.62% b. 11.42% с. 12.30% d. 14.93% 17. Which of the following most nearly gives the shrinkage ratio? с. 1.82 d. 1.70 а. 1.77 b. 1.90

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Calculate the followingi. Liquid limitii. Plastic limitiii. Plasticity index
Sample 2: Mass with empty mold M1 Mass of soil and mold M2 Hydraulic Head h Time interval t Volume V 145 g 250 g 950 mm 0.34 min 0.0046 L 145 g 260 g 900 mm 0.33 min 0.0049 L 145 g 228 g 922 mm 0.30 min 0.0051 L 145 g 281 g 915 mm 0.29 min 0.0044 L 145 g 219 g 908 mm 0.39 min 0.0042 L The diameter of the mold = 2.5 cm, Length of the sample = 0.3 m can u pls Find the permeability coefficient Mass of the soil Bulk Density Dry Density thank you Void Ratio
Attempt 10 The weight percent of silicon in six different rock samples, each containing different amounts of silicon, was measured different methods. The results are given in the table. two Sample Method A Si wt% Method B Si wt% 1 11.570 11.550 2 15.380 15.290 3 17.950 17.830 4 22.840 22.810 5 25.110 25.170 6 27.070 27.030 Determine feale- 0.300 feale Incorrect Determine fuable at the 95% confidence level. A list of r values can be found in the Student's r table.
An extended layer of soil with homogeneous rounded grains has 10% of the material finer than 0.007 mm. The constant to be adopted to determine its permeability has been recommended as 750. What is its permeability?
Problem 1: A sieve analysis of 1,135 grams of fine rock yields the following data in the table. The size of a sieve Restrained in each a Through a sieve(gr) sieve (gr) % in 1135 ½ in 56 1079 % in. 171 908 NO.4 262 646 NO.8 203 443 NO.30 182 261 NO.50 68 193 NO.100 57 136 NO.200 51 85 Pan 85 The total weight of example 1135 grams
P2.4.6 List the given, required, graph and box the final answer Note: 4.5 is just a reference since as stated at the problem of 4.6
Z
Given below is the result of a sieve analysis done on a soil sample.Sieve No. Diameter Percent Passing %4 4.750 9510 2.000 8220 0.850 7340 0.425 5360 0.250 23100 0.150 14200 0.075 7Pan --- 0Determine the value of the coefficient of uniformity
The soil element is shown in the figure: 250 kPa 90 kPa 90 kPa 30" 250 kPa Determine the magnitude of the major principal stress for the soil element (in kPa). Report your answer to the nearest whole number. O 90 O 250 O 170 O 210
A saturated soil is found to have a volume of 25 cc and a mass of 45 g. It is placed in an oven and dried. The dried sample is found out to have a volume of 16 cc and a mass of 31 g. 1. Determine the shrinkage limit of the soil. a. 25.16 c. 17.39 b. 35.48 d. 16.13 2. Calculate the shrinkage ratio of the soil. a. 1.79 c. 1.85 b. 1.94 d. 1.81 3. The specific gravity of the soil sample is most likely equal to: a. 2.72 c. 2.82 b. 2.78 d. 2.88
Describe the void ratio changes from the initial state to the consolidated state and to the failure state and then explain the causes for the changes.
please help with following question: For all three samples listed, determine the following parameters: Dry Density rd, Saturated Density rsat, void ratio e, porosity n, D10, D60 & Uniformity Coefficient Uc,