Settlement Calculation for Normally Consolidated Clays: The Methodology | Geotechnical Engineering
Автор: Geotechnical Engineering Consultancy
Загружено: 2022-11-06
Просмотров: 1466
This Lecture 51 in series of my YouTube Channel “Geotechnical Engineering Consultancy Tips” describes about the Method of Settlement Calculation for Normally Consolidated Clays as per IS: 8009(Part-I) -1976 Reaffirmed 2018 which lays down that settlement 'S' for normally consolidated plastic cohesive clay soil indicating cohesion is given by S={Cc/(1+e0)} x Ht x Log [(Po+P)/Po]. The same has been explained with different relevant reference clauses of the IS code using it’s figures as well along with a figure of the foundation and the influence zone of which the settlement is to be worked with a case example of a Strip Footing and clarifying it with a format in a Table form for better understanding for all Civil Engineers, Geotechnical Engineers and Structural Engineers
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