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1. In order to determine the particle size distribution of a soil/aggregates, what type of test should be conducted? 2. It is the lowest sieve size opening thru which the entire amount of aggregates is required to pass. 3. One quality test of cement represents. 4. Cement factor of Class "A" concrete? 5. In testing of cement specific gravity, what is the liquid used in the Le Chatelier flask? 6. The means by which desired standards are checked for conformance to the requirements set for the project or each item in the undertaking. 7. Rounded or water torn pebbles, no cohesion or plasticity and crunchy under feet. ( 2mm to 75 mm). 8. Gritty and loose grains, no plasticity or cohesion. (0.05 mm - 2 mm). 9. The amount of water in the soil. 10. Defined as the weight per unit volume. 11. Mixture of water and cement. 12. Mixture of water, sand and cement. 13. Mixture of fine and coarse aggregates with cement and water. 14. Made from combination of limestone, marl or other calcareous materials and clay, shale or like argillaceous substances. 15. Determines the time which elapses before the paste ceases to be fluid and plastic (initial set) and also the time required for it to harden to a certain degree (final set). 16. - 18. Steel bars for concrete reinforcement is tested for its. 19. The sample of 12.5 mm diameter steel bar to be submitted for test should be at least. 20. BONUS

1. In order to determine the particle size distribution of a soil/aggregates, what type of test should be conducted? 2. It is the lowest sieve size opening thru which the entire amount of aggregates is required to pass. 3. One quality test of cement represents. 4. Cement factor of Class "A" concrete? 5. In testing of cement specific gravity, what is the liquid used in the Le Chatelier flask? 6. The means by which desired standards are checked for conformance to the requirements set for the project or each item in the undertaking. 7. Rounded or water torn pebbles, no cohesion or plasticity and crunchy under feet. ( 2mm to 75 mm). 8. Gritty and loose grains, no plasticity or cohesion. (0.05 mm - 2 mm). 9. The amount of water in the soil. 10. Defined as the weight per unit volume. 11. Mixture of water and cement. 12. Mixture of water, sand and cement. 13. Mixture of fine and coarse aggregates with cement and water. 14. Made from combination of limestone, marl or other calcareous materials and clay, shale or like argillaceous substances. 15. Determines the time which elapses before the paste ceases to be fluid and plastic (initial set) and also the time required for it to harden to a certain degree (final set). 16. - 18. Steel bars for concrete reinforcement is tested for its. 19. The sample of 12.5 mm diameter steel bar to be submitted for test should be at least. 20. BONUS

Principles of Geotechnical Engineering (MindTap Course List)
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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1. In order to determine the particle size distribution of a soil/aggregates, what type of test should be conducted? 2. It is the lowest sieve size opening thru which the entire amount of aggregates is required to pass. 3. One quality test of cement represents. 4. Cement factor of Class "A" concrete? 5. In testing of cement specific gravity, what is the liquid used in the Le Chatelier flask? 6. The means by which desired standards are checked for conformance to the requirements set for the project or each item in the undertaking. 7. Rounded or water torn pebbles, no cohesion or plasticity and crunchy under feet. ( 2mm to 75 mm). 8. Gritty and loose grains, no plasticity or cohesion. (0.05 mm - 2 mm). 9. The amount of water in the soil. 10. Defined as the weight per unit volume. 11. Mixture of water and cement. 12. Mixture of water, sand and cement. 13. Mixture of fine and coarse aggregates with cement and water. 14. Made from combination of limestone, marl or other calcareous materials and clay, shale or like argillaceous substances. 15. Determines the time which elapses before the paste ceases to be fluid and plastic (initial set) and also the time required for it to harden to a certain degree (final set). 16. 18. Steel bars for concrete reinforcement is tested for its. 19. The sample of 12.5 mm diameter steel bar to be submitted for test should be at least. 20. BONUS
Transcribed Image Text:1. In order to determine the particle size distribution of a soil/aggregates, what type of test should be conducted? 2. It is the lowest sieve size opening thru which the entire amount of aggregates is required to pass. 3. One quality test of cement represents. 4. Cement factor of Class "A" concrete? 5. In testing of cement specific gravity, what is the liquid used in the Le Chatelier flask? 6. The means by which desired standards are checked for conformance to the requirements set for the project or each item in the undertaking. 7. Rounded or water torn pebbles, no cohesion or plasticity and crunchy under feet. ( 2mm to 75 mm). 8. Gritty and loose grains, no plasticity or cohesion. (0.05 mm - 2 mm). 9. The amount of water in the soil. 10. Defined as the weight per unit volume. 11. Mixture of water and cement. 12. Mixture of water, sand and cement. 13. Mixture of fine and coarse aggregates with cement and water. 14. Made from combination of limestone, marl or other calcareous materials and clay, shale or like argillaceous substances. 15. Determines the time which elapses before the paste ceases to be fluid and plastic (initial set) and also the time required for it to harden to a certain degree (final set). 16. 18. Steel bars for concrete reinforcement is tested for its. 19. The sample of 12.5 mm diameter steel bar to be submitted for test should be at least. 20. BONUS
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