Studying the consolidation settlement for multi-layered foundation concerning the change in compressibility within the settlement zones

Studying the consolidation settlement for multi-layered foundation concerning the change in compressibility within the settlement zones

This paper deals with the approach of predicting the consolidation settlement for a multi-layered foundation concerning the change in the compressibility of the settlement layers. This non-linear problem is preliminarily solved by using the Massachusetts Institute of Technology’s (MIT’s) suggestion...

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Bibliographic Details
Main Author: Duong Hong Tham
Format: Article
Language:English
Published: HO CHI MINH CITY OPEN UNIVERSITY JOURNAL OF SCIENCE 2022-02-01
Series:Ho Chi Minh City Open University Journal of Science - Engineering and Technology
Subjects:
settlement zones, permeability, compressibility, equivalent coefficient of consolidation, equivalent thickness of soil layer
Online Access:https://journalofscience.ou.edu.vn/index.php/tech-en/article/view/1450

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