Q1: Explain the procedure for hydrometer analysis. Use online sources for detail descriptive study of the rocess. Hints: Search for the answers of these questions in particular. For what type of soil hydrometer analysis is used. Credibility of the results obtained from hydrometeranalysis. Precautions and limitations of the test.

Q1: Explain the procedure for hydrometer analysis. Use online sources for detail descriptive study of the rocess. Hints: Search for the answers of these questions in particular. For what type of soil hydrometer analysis is used. Credibility of the results obtained from hydrometeranalysis. Precautions and limitations of the test.

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 2.2CTP: Refer to Problem 2.C.1. Results of the sieve analysis for Soils A, B, and C are given below. To...

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Q1: Explain the procedure for hydrometer analysis. Use online sources for detail descriptive study of the process. Hints: Search for the answers of these questions in particular. · For what type of soil hydrometer analysis is used. · Credibility of the results obtained from hydrometer analysis. · Precautions and limitations of the test. Q2: Explain the given table. Hints: · Explain the terms given in the table. · Explain the use of this table in hydrometer analysis.
8. What is the difference between steady aquifer test and non-equilibrium test? How do these conditions affect your ability to determine the parameters? 9. Write the steps in groundwater modelling and explain calibration and validation.
Refer to Problem 2.C.1. Results of the sieve analysis for Soils A, B, and C are given below. To obtain a more representative sample for further geotechnical testing, a ternary blend is created by uniformly mixing 8000 kg of each soil. Answer the following questions. a. If a sieve analysis is conducted on the mixture using the same set of sieves as shown above, compute the mass retained (as a percentage) and cumulative percent passing in each sieve. b. What would be the uniformity coefficient (Cu) and the coefficient of gradation (Cc) of the mixture?
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3.A. What type of laboratory test can be used to determine soil permeability B in Table 1) Tabel 1 test 1 test 2 Unit of Pipe Diameter cm Diameter of soil 15 15 cm sample length of soil sample 30 30 cm initial elevation 60 60 cm height at end test 37 45 cm test duration 10 ?? minutes LO
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A pycnometer test yielded following data weight of empty pycnometer (W₁) 400 gm, weight of pycnometer + Soil Sample (W₂) = 500 gm, weight of pycnometer + Soil Solids + Kerosene (W3) = 603 gm, = weight of pycnometer + Kerosene (W4) 533 gm. Given specific gravity of Kerosene (K) = 0.82. Find out specific gravity of Soil solids =
Note# Honorable expert teacher kindly solve each and every step of the Q#1 as soon as possible, its urgent for today..if possible give the answer in typed form..i will be very thankful to u for this kind favor. Course; is Geotechnical Engineering-II. ( Department; Civil engineering department )
5. Diameter Pipa: Soil Sample Diameter: Soil Sample Length: Initial Elevation: Height at the end of the test: Test Duration: Table 3. Permeability Test Data TES 1 5 CM 15 CM 30 CM 60 CM 37CM 10 MINUTES TES 2 5 CM 15 CM 30 CM 60 CM 45CM ?? MINUTE B. The permeability test as mentioned in the question above (a) is carried out twice on the same soil sample. The results of tests 1 and 2 are in Table 3. How long is the duration of test 2?
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Question 1 (1 point) Listen The sieve number denotes the number of holes present in the sieve within one inch length of the sieve mesh True False Question 2 (1 point) V Saved Listen What is the correction factor for a soil with Gs-2.70? 0.99 1.03 02.70
Please show handwritten work with a little commentary, I’m not only trying to get an answer I want to know the thought process.