K1 (For Items 11-13) SITUATION. The given data shows a sieve analysis of soil samples A, B andC.Percent FinerSieve No. Diameter (mm)AC44.7602.3802.0000.8400.4200.2508410058100868 4610205288303636784024 2670601822641000.14986054318202000.074Characteristics of-40 FractionLLPL43522130Classify what type of soil is sample B using USCS Method.GCGMSCSM88

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(For Items 11-13) SITUATION. The given data shows a sieve analysis of soil samples A, B and C. Percent Finer Sieve No. Diameter (mm) A C 4. 4.760 2.380 2.000 58 100 68 46 100 84 8 10 20 40 52 88 30 36 78 0.840 0.420 0.250 0.149 36 24 26 70 60 18 22 64 100 8 60 54 3 18 Characteristics of- 40 Fraction 20 200 0.074 LL PL 43 52 21 30 Classify what type of soil is sample Busing USCS Method. GC GM SC SM

(For Items 11-13) SITUATION. The given data shows a sieve analysis of soil samples A, B and C. Percent Finer Sieve No. Diameter (mm) A C 4. 4.760 2.380 2.000 58 100 68 46 100 84 8 10 20 40 52 88 30 36 78 0.840 0.420 0.250 0.149 36 24 26 70 60 18 22 64 100 8 60 54 3 18 Characteristics of- 40 Fraction 20 200 0.074 LL PL 43 52 21 30 Classify what type of soil is sample Busing USCS Method. GC GM SC SM

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 2.4P: For a soil, given: D10 = 0.08 mm D30 = 0.22 mm D60 = 0.41 mm Calculate the uniformity coefficient...

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The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Sieve No. Diameter Soil A 4 4.760 96 8 2.380 80 10 2.000 78 20 0.840 61 40 0.420 56 60 0.250 48 100 0.150 39 200 0.075 33 Characteristics of No. 40 Fraction LL 46 PL 31
Calculate the CEC of a 100g soil sample that was found to contain the following cations: Ca2+ = 0.12g Mg2+ = 0.024g K+ = 0.078g Al3+ = 0.027g NH4+ = 0.036g H+ = 0.002g
The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Sieve No. Diameter Soil A 4 4.760 80 8 2.380 71 10 2.000 69 20 0.840 63 40 0.420 57 60 0.250 43 100 0.150 40 200 0.075 39 LL 36 PL 21
40.) The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables are provided below. Sieve No. Diameter (mm) Percent Passing No. 4 4.760 96 No. 8 2.380 80 No. 10 2.000 78 No. 20 0.840 61 No. 40 0.420 56 No. 60 0.250 48 No. 100 0.150 39 No. 200 0.075 33 Characteristics of No. 40 Fraction LL 38 PL 29 A. A-2-4(0) B. A-1-b(0) C. A-1-a(0) D. A-3(0) E. A-2-5(0)
The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Sieve No. Diameter Percent Passing 4 4.760 100 6 2.380 91 10 2.000 88 20 0.840 76 40 0.420 55 60 0.250 50 100 0.150 47 200 0.075 46 Characteristics of No. 40 Fraction LL 50 PL 34
41.) The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables are provided below. Sieve No. Diameter (mm) Percent Passing No. 4 4.760 96 No. 8 2.380 80 No. 10 2.000 78 No. 20 0.840 61 No. 40 0.420 56 No. 60 0.250 48 No. 100 0.150 39 No. 200 0.075 33 Characteristics of No. 40 Fraction LL 37 PL 25 A. A-2-4(0) B. None of these. C. A-2-5(0) D. A-2-6(0) E. A-2-7(0)
using tge inverse distance weighted interpolation method and the value of three known soil samples, calculate the gold concentration in the unknown point, P01. Use a power (exponentO of n=3 Samples /Au ppb / Eastings / Northings Soil 01 / 17 344937 250624 Soil 02 / 253 / 345261 / 249165 Soil 03 / 1002 / 345584 / 249137 P01 / ? 345123 / 249098 Round to the ones
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