Determining Suction Compression Index of Expansive Soils Based on Non-Linear Suction-Volumetric Strain Relationship

Expansive soils have always been problematic in many parts of the United States and the world. This is due to the stresses they exert on buildings’ foundations, pavements, and other geotechnical structures. In the United States, volumetric changes due to shrinking and swelling soils cause extensive...

Full description

Bibliographic Details

Main Author:	Amer, Omar Mohamed Ibrahim
Format:	Dissertation
Language:	English
Published:	ProQuest Dissertations & Theses 01-01-2016
Subjects:	Civil engineering
Online Access:	Get full text
Tags:	Add Tag No Tags, Be the first to tag this record!