Student Final Year Project

Authors
Chan Chee Yong
Title
Evaluation of different methods of determination of coefficient of consolidation
Location
The Library
School
Department of Civil and Construction Engineering
Year
2007
Call Number
Q624.1513 CHA
Abstract

 

In the settlement analysis, consolidation behaviour of fine-grained soil is important in predicting the true time rate of the settlement. Many curve-fitting procedures based on the Tergazhi one-dimensional consolidation theory have been proposed for determination of the laboratory coefficient of primary consolidation.