1. A saturated soil with a volume of 19.65cc has a mass of36g. When the soil was dried its volume and mass were13.50cc and 25g respectively. What is the shrinkage limitof the soil?2. The field unit weight of the soil sample 1s 1960 kg/m³ andMEDR = 0.44, determine the following:a) Specific gravityb) Dry unit weight if water content is 15%c) Porosityd) Relative densitye) Saturated unit weightf) Effective unit weightg) Weight of water in KN that must be added per m3for a 90%-degree saturationh) Mass of water in kg to be added per 2.5m³ to reachfull saturationi) If max dry unit weight is 18KN/m³, what is thepercentage of relative compaction?j) Is it within the allowable compaction range of 95+0.2?

Saturated and dry mass of soil with saturated and dry volume have been given and it has been asked…

Answered: 1. A saturated soil with a volume 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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The mass of a dry soil sample of volume 50cm3 is 88g. Calculate the shrinkage limit of the soil sample and use G=2.71. Also, take the density of water as 1 g/cc.
Soil has liquid limit = 32, plastic limit 18, shrinkage limit 8 and natural moisture content = 22%. What will be its liquidity index and plasticity index? 1. 0.67 and 15% 2. 0.285 and 14% 3. 0.67 and 25% 4. 0.33 and 12%
A cone penetration test has been conducted, and has measured a cone resistance of 85 kg/cm² at a depth of 10 m. The vertical effective stress at this depth is 150 kPa, and the overconsoliation ratio is 2. The soils at this depth are quartz sands. Compute the relative density, and classify the soil using Table 3.3.
5. The weight of a sample of partially saturated soil 600 g with a volume of 365 cm3 and after drying the weight became 543 g and the specific gravity of the solids 2.67 Calculate: 1- Water or moisture content 2- Void Ratio 3- degree of saturation 4- If the soil is saturated later without changing the volume, calculate the unit weight for it.
In a shrinkage limit , the volume and mass of a dry soil pat are found to be 50 cm' and 88 gm respectively. The specific gravity of the solids is 2.71 and the density of water is 1 gm/cc. The shrinkage limit (in %) up to two decimal places is 3
A saturate soil with a volume of 17.35 cc has a mass 54 grams. When the soil was dried, itsvolume and mass were 10.51 cc and 39 grams respectively. Compute the shrinkage limit of thesoil.
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.
Find the shrinkage of a soil that weights 1700 Ib/yd3 in its natural state and 1940 lb/yd³ after compaction. Provide your answer as a percentage (%).
Using the unified classification system, what is the classification of soils that have the following results: 1-The percentage of those passing through sieve No. 4 =70% 2-The percentage of passing through sieve No. 200 = 38% 3-The liquidity limit LL = 42% 4-The plasticity limit = 26%
A saturated soil is found to have a volume of 25 cc and a mass of 45 g. It is placed in an oven and dried. The dried sample is found out to have a volume of 16 cc and a mass of 31 g. 1. Determine the shrinkage limit of the soil. a. 25.16 c. 17.39 b. 35.48 d. 16.13 2. Calculate the shrinkage ratio of the soil. a. 1.79 c. 1.85 b. 1.94 d. 1.81 3. The specific gravity of the soil sample is most likely equal to: a. 2.72 c. 2.82 b. 2.78 d. 2.88

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1. A saturated soil with a volume of 19.65cc has a mass of 36g. When the soil was dried its volume and mass were 13.50cc and 25g respectively. What is the shrinkage limit of the soil?