Following are the results of a shrinkage limit test: Initial volume of soil in saturated state = 24.6 cm3 Final Volume of soil in dry state = 15.9 cm3 Initial mass in a saturated state = 44 g Final mass in a dry state = 30.1 g a) Determine the dry density of the in g/cm3 b) Determine the void ratio of the soil c) Determine the Shrinkage limit of the soil d) Determine the Shrinkage ratio e) Determine the Specific Gravity of

Following are the results of a shrinkage limit test: Initial volume of soil in saturated state = 24.6 cm3 Final Volume of soil in dry state = 15.9 cm3 Initial mass in a saturated state = 44 g Final mass in a dry state = 30.1 g a) Determine the dry density of the in g/cm3 b) Determine the void ratio of the soil c) Determine the Shrinkage limit of the soil d) Determine the Shrinkage ratio e) Determine the Specific Gravity of

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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A sample of soft saturated clay has a volume of 100 cu.m. and weighs 175 grams. After oven-drying, it has a mass of 120 grams. What is the volume of voids in m3? b. What is the volume of water in m3? c. What is the void ratio of the sample? a. What is the specific gravity of the soil?
Someone can help me with this one please. Following are the results of a shrinkage limit test:
Situation 3 - Following are the results of a shrinkage limit test: Initial volume of soil in saturated state 25.7 cm3 Final volume of soil in dry state 19.6 cm3 Initial mass in saturated state 47.0 g Final mass in dry state 33.0 g Determine the specific gravity of soil solids. Round off to two decimal places.
A soil sample is oven-dried from its liquid limit state to its dry state causing a volume change of 60% of the dry volume. Likewise, the same soil is oven-dried from its plastic limit state to its dry state causing a volume change of 20% of the dry volume. The liquid limit and plastic limit are 54% and 26%, respectively. Determine the specific gravity of soil solids, shrinkage limit and shrinkage ratio. 1. INPUT THE VALUE OF SPECIFIC GRAVITY OF SOIL SOLIDS IN 2 DECIMAL PLACES 2. INPUT THE VALUE OF SHRINKAGE LIMIT IN PERCENTAGE FORM AND IN 2 DECIMAL PLACES 3. INPUT THE VALUE OF SHRINKAGE RATIO IN 2 DECIMAL PLACES Answer with text and/or attachments:
A soil has bulk unit weight of 20kN / (m ^ 3) and water content of 18%. Calculate the water content if the soil particle dries to a unit weight of 22kN/(m ^ 3) and the void ratio remains constant. (Give the answer rounded to the nearest integer value)
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%.
The indicative properties of soil types A, B, and C were determined as follows: soil cil soil b 35% 60% 20% 28% 25% 43% 27% 40% 100% 110% 2.63 2.7 49% 26% 35% 10% 45% 2.65 soil A Property Liquidity limit Plasticity limit Percentage of clay materials moisture content Degree of Shiism Specific weight Either type 1 is more effective 2 Its edge density is greater 3 Greater overall density 4 Its porosity is greater .5 Classify soil according to the plasticity diagram.