Correlation between Undrained Young’s Modulus of Clay and Other Parameters
Date Issued
2015
Date
2015
Author(s)
Lai, Jing-Yuan
Abstract
In any geotechnical engineering,the soil problem,such as the type, the soil-particle size, the relative density and strength of it. Soil is a crucial point of geotechnical engineering. This study is aiming to discuss relationship between undrained modulus and undrained shear strength with OCR and PI on the fundamental properties of soil. Normalized modulus of deformation with OCR and PI exist relevance in accordance with previous research. To have a further research of clay soil,this study use Digital software(DigXY) to collect difference laboratory and in-situ test stress-strain curve in various countries. The difference laboratory and in-situ test through stress-strain curve to discuss relationship between E_u/S_u with and PI. To observe relationship between E_u/S_u with and PI whether influenced tube sample or block sample and field/artificial OCR and remolded sample or field sample. Finally,to through One factor ANOVA and Bayesian information criterion(BIC) statistical method to establish the relationship between the three.
Subjects
normalized modulus of deformation
One factor ANOVA
Bayesian information criterion
Type
thesis
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