A liquid limits test carried out on a sample of inorganic soil taken from below the water table gave the following results: Determine the liquid limit, plastic limit and plasticity index of this soil.

A liquid limits test carried out on a sample of inorganic soil taken from below the water table gave the following results: Determine the liquid limit, plastic limit and plasticity index of this soil.

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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Laboratory test results for a sample of clay soil for the purpose of evaluating the potential for volume change (swelling, expansion) are shown Liquid limit = 60% %3D Plastic limit = 24% %3D Particles smaller than 0.002 mm = 44% %3D Compute the plasticity index O 44 68 O 24 O -44
U B. ( A Soil Specimen has the following characteristics: % passing No.4 sieve = 85 % passing No.200 sieve = 11 D60 = 2 mm D30 = 0.35 mm D₁0 = 70 μm L.L = 36% P.L = 31% D8 = 2 µm 1. Classify the specimen according to the Unified Soil Classification System (USCS). Assign the group name and the group symbol. 2. Determine the soil activity. 3. Determine the soil Liquidity index and consistency index if we = 26%.
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A liquid limit test on a clay was performed with the following results. The natural water content of the clay is 38% and plastic limit is 21%. Number of Blows 6 12 20 28 32 Water content (%) 52.5 47.1 42.3 38.6 37.5 What is the liquid limit of this clay? (Use Interpolation) Group of answer choices 39.85% 39.99% 36.74% 38.63% Please answer this asap for upvote. Thanks
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A liquid limit test was performed on a soil sample. It was found out that the moisture content at 14 blows was 65%, and that at 31 blows was 26%. What will be the resulting liquid limit of the soil?
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05: The Figure below represents the data that was obtained from a liquid-limit test on a soil. 50 percent of its particles is passing sieve #200. Two determinations for the plastic limit gave water contents of 20.3 % and 20.8 %. Determine 1- Liquid Limit (LL). 2- Plasticity index. 3- Liquidity index if the water content is 27.4% 4- Void ratio at the liquid limit, if G, 2.7 5- Classify the soil based on AASHTO system. 30 10 20 40 60 80 100 Penetration, d (mm) Moisture content, w ()
A soil sample's liquid limit (LL) is 40 and its plastic limit (PL) is 20, the soil's plasticity index (PI) is: 60 20 2
A sample of soil in its natural state has a volume of 1.396 m3 and weighs 18.662 kN. The sample was taken to the laboratory to determine the mass of solids. After oven-drying, the soil weighs 15.036 kN. If the specific gravity of the soil solids is 2.667, determine the following: Porosity, Degree of saturation, Effective unit weight. show complete solution
Sr B. ( A Soil Specimen has the following characteristics: % passing No.4 sieve = 85 % passing No.200 sieve = 11 D60 = 2 mm D30=0.35 mm D₁0 = 70 μm D8=2 μm L.L = 36% P.L = 31% 1. Classify the specimen according to the Unified Soil Classification System (USCS). Assign the group name and the group symbol. 2. Determine the soil activity. 3. Determine the soil Liquidity index and consistency index if wc = 26%.
A liquid limit test on a clay was performed with the following results. The natural water content of the clay is 38% and plastic limit is 21%. Number of Blows 6 12 20 28 32 Water content (%) 52.5 47.1 42.3 38.6 37.5 What is the plasticity index of this clay? (Use Interpolation) Group of answer choices 15.74% 18.99% 18.85% 17.63% Please answer this asap for upvote. thanks