Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Calculation of Settlement
The vertical displacement of the structural foundation due to the loading from the superstructure is known as settlement. It is due to the reduction of air voids present in the soil. The amount of vertical displacement depends on the bearing capacity of …
Question

Following are the results of a laboratory consolidation test on a soil sample: dry mass of soil = 128 gm, specific gravity = 2.75, and area of the sample = 30.68 cm2. Tabulate the value of void ratio of soil sample after each consolidation.

Effective pressure, ớ(kN/m²) Final height of the specimen at the end of the consolidation (cm) 2.540 2.488 50 100 2.465 200 400 2.431 2.389 2.324 800 1600 2.225 3200 2.115
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Transcribed Image Text:Effective pressure, ớ(kN/m²) Final height of the specimen at the end of the consolidation (cm) 2.540 2.488 50 100 2.465 200 400 2.431 2.389 2.324 800 1600 2.225 3200 2.115
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