Results trom the Atterberg Limit Test.> Uguid LimitTEST NUMBERNumber of BlowsWeight of wet sol• container, gmWeight of dry sol- container, gmWeight of container, gmWeight of water, gmWeight of dry sol. gmWater content%22921 2918 7813 241426 1222 10132738224719 4412 742021 2718.7513 20> Plastic Limit and Natural Water CorrentNATURAL WATERCONTENTPLASTIC LIMITTEST NUMBER2Number of BlowsWeight of wet soll• container, gmWeight of dry sol- container, gmWeight of contaner, gmWeight of water, gmWeight of dry sol mWater content%Average, %23 2020 4212.90228020 1912 9617 5314.8495016 9714 36955Determine the following:o) Plot the water content versus number of blows on a log scale graph (manually)b) Uquid limit of the solc) Plastic limit of the solld) Liquidity index of the soll

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Results trom the Atterberg Limit Test. > LUquid Limit TEST NUMBER Number of Blows Weght of Weight of dry sol- container, gm Weight of contaner, gm Weight of water, gm Weight of dry sol gm Water content% 1 38 22 47 19 44 12 74 2 29 21 29 18 78 13 24 20 2127 18.75 13 20 14 14 26 12 22 10 13 27 sole container, gm > Plastic Limit and Natural Water Corrent NATURAL WATER CONTENT PLASTIC LIMIT TEST NUMBER Number of Blows Weight of wet soil• container, gm Weight of dry sol- contaner, gm Weight of contaner, gm Weight of water, gm Weight of dry sol gm Water content % Average, 23 20 20 42 12 90 22 80 20 19 12 96 17 53 14.84 16 97 14 36 9 50 955 Determine the following: a) Plot the water content versus number of blows on a log scale graph (manually) b) Liquid limit of the sol c) Plastic limit of the soll d) Liquidity Index of the soll

Results trom the Atterberg Limit Test. > LUquid Limit TEST NUMBER Number of Blows Weght of Weight of dry sol- container, gm Weight of contaner, gm Weight of water, gm Weight of dry sol gm Water content% 1 38 22 47 19 44 12 74 2 29 21 29 18 78 13 24 20 2127 18.75 13 20 14 14 26 12 22 10 13 27 sole container, gm > Plastic Limit and Natural Water Corrent NATURAL WATER CONTENT PLASTIC LIMIT TEST NUMBER Number of Blows Weight of wet soil• container, gm Weight of dry sol- contaner, gm Weight of contaner, gm Weight of water, gm Weight of dry sol gm Water content % Average, 23 20 20 42 12 90 22 80 20 19 12 96 17 53 14.84 16 97 14 36 9 50 955 Determine the following: a) Plot the water content versus number of blows on a log scale graph (manually) b) Liquid limit of the sol c) Plastic limit of the soll d) Liquidity Index of the soll

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 2.14P: A hydrometer test has the following result: Gs = 2.65, temperature of water = 26 C, and L = 10.4 cm...

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III. Using Atterberg's Plasticity Determination Method Determinethe following; a) Plot the Flow Curve and b) Determine the Flow Index c) Computethe Liquid Limit d) and if the Plastic Limit wa. uetermined as PL = 17.545 % what is the Plasticity Index ? Number of Blows Moisture Content,% 15 38.589 20 35.712 29 28.556 32 24.670
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1. Using the design chart below. Estimate the SN if W18=10x10^6, R=90%, So=0.35, Mr- 10000Psi, ΔPSI=3. Use the chart below. TL Overall standard deviation, S. TL Design serviceability loss, APSI 50 10 5.0 99.9 0.2 99 1.0 0.4 0.6 90 0.5 0.5 0.1 1.5 0.05 2.0 80 70 60 50 2.5 3.0 9 87 6|5 4 3 1 Eхample: 6.5 5.5 4.5 3.5 2.5 1.5 W18 = 5 x 106 Design structural number, SN R = 95% S, = 0.35 MR = 5000 Ib/in? APSI = 1.9 Solution: SN = 5.0 Figure 4.5 Design chart for flexible pavements based on the use of mean values for each input.
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2.28. A groundwater is being considered for use as a domestic supply. The water has a temperature 15°C and the following chemical analysis: CONSTITUENT Ca+2 Mg Nat Fe +2 Cd+ HCO3 SO4 CO3 NO3 CONCENTRATION. g/m³ 190 84 75 0.1 0.2 260 64 30 440 35 a. Use an anion-cation balance to determine if the sample analysis is reasonable. b. What is the hardness of the water? c. Determine the alkalinity of the water. d. Estimate the sample pH. e. Would the water be an acceptable domestic supply? Why or why not?
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Given the tabulated data for an Atterberg Limit Test. A. LIQUID LIMIT Test Number No. of blows Weight of Wet soil + container 22.24g 21.19g Weight of Dry soil + container 20.10g| 19.28g Weight of Container 1. 2 39 30 12.74g 13.24g . Test Number No, of blows Weight of Wet soil + container 21.27g 26.12g Weight of Dry soil + container 19.25g 22.60g Weight of Container 3 4 23 12 2/2 13.06g 13.27g B. PLASTIC LIMIT Test Number 2 Weight of Wet soil + container 22.12g 21.84g1 Weight of Dry soil + container 20.42g 20.19g Weight of Container 13.07g 13.18g C. NATURAL WATER CONTENT Test Number 1 2 Weight of Wet soil + container 17.53g 16.97g Weight of Dry soil + container 14.84g| 14.36g Weight of container 7.84g 7.50g a. Compute the liquid limit. b. Compute the plastic limit. c. Compute the natural water content. d. Compute the plasticity index. e. Compute the liquidity index
a. Compute the liquid limit.b. Compute the plastic limit.c. Compute the natural water content.d. Compute the liquidity index.
Determine the SN if w18=10x10^6, R=99%, So=0.35, Mr=15,000, PSI Change=2.5. SN=_____
7) Answer the ff: a) The ratio of horizontal to the vertical permeability is b) The ratio of vertical to the horizontal permeability is c) The horizontal permeability is d) The vertical permeability is e) Seepage will be greater or equal in the horizontal/vertical/both?