Determine the shrinkage limit and the shrinkage ratio. The specific gravity of mercury 13.6.5. The following information is obtained from a sieve analysis to determine the range of particle sizes in a granular soil sample.Sieve SizeSieve Opening (4.76)4.76Percent Finer#496#102.0080#200.8451#400.4238#600.2525#1000.14912#2000.0745Present the information as grain-size curve on semi-logarithmic coordinates of percent finer against particle size diameter. From the plot, determine theuniformity coefficient Cu.6. Following is the result of 8 trials of a standard proctor tést. Determine the optimum water content and maximum dry unit weight. Determine also theamount of energy expended in the compaction of one of the trials assuming that the test done is standard proctor test.Proctor Mold VolumeMass of wet soil in theMoisture ContentTrial(cm³)mold (kG)(%)1943.31.689.9943.31.7110.63943.31.7712.14943.31.8313.8943.31.8615.16.943.31.8817.47943.31.8719.4943.31.8521.2 7. Following details regarding the particle size distribution and other index properties pertinent to the classification of soil. Choose three soils and classifyeach soil according to USCS and AASHTO classification systems. When necessary, assume Cu = 4.48 and C = 1.22. Your solution may be presented in similarform as what was included in your module 4.Sieve Analysis (Percent Finer)Soil NoLiquid LimitPlastic LimitNo. 10No. 40No. 200198805038292100928056233100886537224855545282059275624328648286N.A.NP78762303224890763437259100788N.A.NP109274324435

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5. The following information is obtained from a sieve analysis to determine the range of particle sizes in a granular soil sample. Sieve Size Sieve Opening (4.76) Percent Finer # 4 4.76 96 #10 2.00 80 #20 0.84 51 #40 0.42 38 #60 0.25 25 #100 0.149 12 #200 0.074 Present the information as grain-size curve on semi-logarithmic coordinates of percent finer against particle size diameter. From the plot, determine the uniformity coefficient Cu.

5. The following information is obtained from a sieve analysis to determine the range of particle sizes in a granular soil sample. Sieve Size Sieve Opening (4.76) Percent Finer # 4 4.76 96 #10 2.00 80 #20 0.84 51 #40 0.42 38 #60 0.25 25 #100 0.149 12 #200 0.074 Present the information as grain-size curve on semi-logarithmic coordinates of percent finer against particle size diameter. From the plot, determine the uniformity coefficient Cu.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter2: Soil Deposits-origin, Grain-size, And Shape

Section: Chapter Questions

Problem 2.14P

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