Shear strength of Kerteh beach sand based on direct shear test / Noor Ezlyn Othman

The soil at the proposed site for embankment construction in Kerteh has been identified as loose sandy soil based on the in situ test conducted during the planning stage. The soil strata for the study area generally consist of layers of loose sandy silt to loose silty sand begins from depth of 15 me...

Full description

Saved in:
Bibliographic Details
Main Author: Othman, Noor Ezlyn
Format: Student Project
Language:English
Published: 2005
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/55410/1/55410.PDF
https://ir.uitm.edu.my/id/eprint/55410/
Tags: Add Tag
No Tags, Be the first to tag this record!