<< Click to Display Table of Contents >> Navigation:  Chapter 9 Geotechnical Data Management > Geotechnical Tests > Entering Test Data > Soil and Aggregates Tests > Unconfined Compressive Strength > Data Entry > Results Tab

This tab is used to specify the results of the test.

 

 

The following information and results are shown on this tab:

 

Initial Water Content: This is the calculated initial water content.

 

Initial Degree of Saturation: This is the calculated initial degree of saturation.

 

Initial Void Ratio: This is the calculated initial void ratio.

 

Dry Density: This is the calculated dry density.

 

Dry Unit Weight: This is the calculated dry unit weight.

 

Axial Strain at Failure: This is the axial strain when failure occurred.

 

Peak Compressive Strength: This is the maximum unconfined compressive strength.

 

Peak Shear Strength: This is the maximum unconfined shear strength.