ASAP solve An oedometer test is performed on a normally consolidated clay stratum thatis 350 cm thick and it found that clay's initial void ratio was e, = 0.8 and its primary compression indexC. = 0.28 the in-situ stress at mid-clay layer is õo120 kN/m? and the secondary compression index%3DC = 0.02. The building exerts a pressure through its mat foundation of 80 kN/m².The time of completion of the primary settlement is approximately 18 months. What is the totalconsolidation of 350 cm clay stratum 5 year after the primary consolidation.

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An oedometer test is performed on a normally consolidated clay stratum that is 350 cm thick and it found that clay's initial void ratio was e, = 0.8 and its primary compression index C = 0.28 the in-situ stress at mid-clay layer is oo = 120 kN/m2 and the secondary compression index C = 0.02. The building exerts a pressure through its mat foundation of 80 kN/m2. The time of completion of the primary settlement is approximately 18 months. What is the total consolidation of 350 cm clay stratum year after the primary consolidation.

An oedometer test is performed on a normally consolidated clay stratum that is 350 cm thick and it found that clay's initial void ratio was e, = 0.8 and its primary compression index C = 0.28 the in-situ stress at mid-clay layer is oo = 120 kN/m2 and the secondary compression index C = 0.02. The building exerts a pressure through its mat foundation of 80 kN/m2. The time of completion of the primary settlement is approximately 18 months. What is the total consolidation of 350 cm clay stratum year after the primary consolidation.

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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