3. The mass of a wet sample of soil and its container is 0.33 kg. The dry mass of the soil and its container is 0.29 kg. The mass of the container is 0.09 kg and its volume is 0.25x10³m³. Determine the following questions: (a) The bulk, dry, and saturated unit weights of the soil. (b) The void ratio and the degree of saturation. (c) How much air void is in the soil? (d) The weight of water required to saturate 1 m' of this soil.

3. The mass of a wet sample of soil and its container is 0.33 kg. The dry mass of the soil and its container is 0.29 kg. The mass of the container is 0.09 kg and its volume is 0.25x10³m³. Determine the following questions: (a) The bulk, dry, and saturated unit weights of the soil. (b) The void ratio and the degree of saturation. (c) How much air void is in the soil? (d) The weight of water required to saturate 1 m' 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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Concept explainers

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.

Question

3. The mass of a wet sample of soil and its container is 0.33 kg. The dry mass of
the soil and its container is 0.29 kg. The mass of the container is 0.09 kg and its
volume is 0.25x10³ m³. Determine the following questions:
(a) The bulk, dry, and saturated unit weights of the soil.
(b) The void ratio and the degree of saturation.
(c) How much air void is in the soil?
(d) The weight of water required to saturate 1 m³ of this soil.

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