Laboratory testing of the Monotonic behavior of partially saturated sandy soil

<p align="left">This paper presents a laboratory study on the influence of the saturation evaluated in term of Skempton's pore pressur coefficientBon the behavior of Chlef sand. The study is based on drained and unnonno drained compression tests which were carried out fo...

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Bibliographic Details
Main Author: Della Noureddine
Format: Article
Language:English
Published: Universidad Nacional de Colombia 2010-12-01
Series:Earth Sciences Research Journal
Online Access:http://www.revistas.unal.edu.co/index.php/esrj/article/view/20995