Q2. Atterberg limits tests were performed on samples of a fine-grained soil with a naturalwater content in the field of 32.5% and the following results were obtained:a).b).c).UNIVERSITÉ D'OTTAWA - CONTENU PROTLE DROIT D'AUTEUR80VAVILO SENDERIALTest #(-)1234Total wet mass(soil + tare)(g)25.50CONTENU PROTEvez pouCPlastic limit determinationTotal dry mass(soil + tare)(g)22.3023428.4022.2026.30Liquid limit determinationTest # No of blows Water content(-)(-)11524.5019.102223.203355(%)45.3Mass oftare(g)1.8039.434.827.01.90Determine the PL of the soil (average of all four tests).Plot the flow curve and determine the LL of the soil.Calculate the PI and the liquidity index, LI of the soil.What is the soil state in the field? (Liquid, plastic, solid?)e). What is the predominant mineral in this soil?1.501.80XIALare protected by copyright ando not have permission to upload theyou require clarification, pleasePROTÉGÉ PAR

Given data,natural water content=w=32.5%atterberg limit test values for plastic limit and liquid…

Q2. Atterberg limits tests were performed on samples of a fine-grained soil with a natural water content in the field of 32.5% and the following results were obtained: d). LE DROIT D'AUTEUR IVERSITÉ D'OTTAWA - CONTENU PROT e). Test # (-) 1 ERIA UNIVERSITY OF OTTAWA - CO 2 3 4 Total wet mass (soil + tare) (g) 25.50 CONTENU PROTE Plastic limit determination Total dry mass (soil + tare) (g) 22.30 vez por 28.40 22.20 26.30 Liquid limit determination 24.50 19.10 23.20 Test # No of blows Water content (-) (-) 1 15 2 3 4 22 33 55 (%) 45.3 39.4 34.8 Mass of tare (g) 1.80 27.0 1.90 1.50 b). a). Determine the PL of the soil (average of all four tests). Plot the flow curve and determine the LL of the soil. Calculate the PI and the liquidity index, LI of the soil. What is the soil state in the field? (Liquid, plastic, solid?) What is the predominant mineral in this soil? c). 1.80 RIAL are protected by copyright and not have permission to upload the If you require clarification, plo ROTÉGÉ PAR

Q2. Atterberg limits tests were performed on samples of a fine-grained soil with a natural water content in the field of 32.5% and the following results were obtained: d). LE DROIT D'AUTEUR IVERSITÉ D'OTTAWA - CONTENU PROT e). Test # (-) 1 ERIA UNIVERSITY OF OTTAWA - CO 2 3 4 Total wet mass (soil + tare) (g) 25.50 CONTENU PROTE Plastic limit determination Total dry mass (soil + tare) (g) 22.30 vez por 28.40 22.20 26.30 Liquid limit determination 24.50 19.10 23.20 Test # No of blows Water content (-) (-) 1 15 2 3 4 22 33 55 (%) 45.3 39.4 34.8 Mass of tare (g) 1.80 27.0 1.90 1.50 b). a). Determine the PL of the soil (average of all four tests). Plot the flow curve and determine the LL of the soil. Calculate the PI and the liquidity index, LI of the soil. What is the soil state in the field? (Liquid, plastic, solid?) What is the predominant mineral in this soil? c). 1.80 RIAL are protected by copyright and not have permission to upload the If you require clarification, plo ROTÉGÉ PAR

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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6. Following is the result of 8 trials of a standard proctor test. Determine the optimum water content and maximum dry unit weight. Determine also the amount of energy expended in the compaction of one of the trials assuming that the test done is standard proctor test. Proctor Mold Volume Mass of wet soil in the Moisture Content Trial (cm³) mold (kG) (%) 1 943.3 1.68 9.9 943.3 1.71 10.6 3 943.3 1.77 12.1 4 943.3 1,83 13.8 943.3 1.86 15.1 6 943.3 1.88 17.4 943.3 1.87 19.4 8 943.3 1.85 21.2
1. Estimate soil porosity where particle and bulk den- sities were, respectively, 2.6 g/cm³ and 1.7 g/cm³ (a) 1.53 (Ъ) 0.35 (c) 0.65 (d) 0.53 (e) 1.35
Please kindly answer all. C and d answers mandatory. Please answer all and help me.. thank you
The sample of soil weighing 92.4kg has a volume of 0.0550m3. The sample is allowed to dry in an oven and the weight was reduced to 83.2kg. The specific gravity of the solids was found to be 2.7. Determine the Moist Unit Weight, Dry Unit Weight, Water Content, Void Ratio, Porosity, and Degree of Saturation.
a) A saturated soil element has a specific gravity of 2.65 and water content of 10%. Determine the void ratio. b) The mass of a sample of moist soil is 240 grams. The sample is then dried in the oven and the mass reduces to 190 grams. Determine the water content of the soil as it was brought to the lab.
A sample of soil was taken from below the groundwater table. The moisture content was determined to be 52% and the specific gravity of solids (Gs) was found to be 2.69. Determine: (a) the moist unit weight, (b) the dry unit weight, (c) the buoyant (submerged) unit weight, (d) the void ratio, and (e) the porosity.