A building with a rectangular footing is constructed as the following figure. The design building load to the footing is 12800 kN. The unit weight of soil and consolidation test parameters of the Clay layer are provided. Calculate the clay consolidation settlement along the center of footing due to the loading. The initial void ratio, eo, is 1.15. Use DM 7.01 manual to find the influence factor and one sublayer approach for the clay formation.

A building with a rectangular footing is constructed as the following figure. The design building load to the footing is 12800 kN. The unit weight of soil and consolidation test parameters of the Clay layer are provided. Calculate the clay consolidation settlement along the center of footing due to the loading. The initial void ratio, eo, is 1.15. Use DM 7.01 manual to find the influence factor and one sublayer approach for the clay formation.

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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