الفهرس 
CHAPTER ONE : INTRODUCTIONOnly 14 pages are availabe for public view
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Abstract
as indicated from test results and within the range
of stresses used the following conclusions may by drawn :
1- stress anisotropy during consolidation proves to have
a distinct influence on the stress-strain behaviour of the
tested soil
it increases the undrained strength and decreases the axial strain at peak deviator stress.
thuse a significant decrease in the built-up pore
pressure during undrained loading is observed
2- stress history is found to have fairly little effect on
failure conditions of the tested samples.