225 g of oven dried soil was placed in a specific gravity bottle and then filled with water to a constant volume mark made on the bottle. The mass of the bottle with water and soil is 1650 g. The specific gravity bottle was filled with water alone to the constant volume mark and weighed. Its mass was found to be 1510 g. Determine the specific gravity of the soil.

225 g of oven dried soil was placed in a specific gravity bottle and then filled with water to a constant volume mark made on the bottle. The mass of the bottle with water and soil is 1650 g. The specific gravity bottle was filled with water alone to the constant volume mark and weighed. Its mass was found to be 1510 g. Determine the specific gravity of the 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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Soil engineering for highway design

Soil engineering is a part of geotechnical engineering that deals with the characteristics of soil. It also helps to understand the behavior of the soil in different conditions. The basic concepts of soil are studied to check the strength, compressibility, and porosity of the soil. This makes soil engineering an important topic for civil engineering.

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225 g of oven dried soil was placed in a specific gravity bottle and then filled
with water to a constant volume mark made on the bottle. The mass of the
bottle with water and soil is 1650 g. The specific gravity bottle was filled with
water alone to the constant volume mark and weighed. Its mass was found to
be 1510 g. Determine the specific gravity of the soil.

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A measure of density of compacted fills as part of the specification requirement was performed by digging a hole in the soil, weighing the extracted soil and measuring the volume of the hole. The soil (moist) weighed 900 grams, and the volume of hole was 420 cu.cm. After drying the sample weighed 770 grams. Of the dried soil, 410 grams was poured into a vessel in a very loose state. Its volume was subsequently determined to be 280 cm3 . The same 410 grams of dried soil was then vibrated and tamped to a volume of 220 cm3 . If the sp.gr.of the soil sample is 2.70. a. Compute the void ratio of soil in situ state. b. Compute the void ratio in the densest state. c. Compute the relative density of the soil.
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3. please answer correctly and show solutions