Introduction

 
Materials Engineering

 
How It Works

 
Soil Computability

 
Soil Identification

 
Material Attributes

 
Site Investigation

 
Application

 
Soil Testing

 
Contacts Us


 
 

FAQ

Endurazyme Export

| Benkelman Beam | Clegg Hammer | Penetrometer | Field Test | CBR | Atterberg Limits | A'Line Charts |

 

"A" line charts and what they mean

 

Depending on the amount of water present, cohesive soil can exist in three states: as a liquid slurry, a plastic substance or a solid. The tests for Atterberg Limits were developed as a means of distinguishing them. The "liquid limit" is the relatively high water content at which the soil changes from a liquid to a plastic state, and the "plastic limit" designates the relatively low water content at which soil changes from a plastic to a solid state. The procedures for determining the liquid and plastic limits are well established and are described in detail in publications of the American Society for Testing and Materials and of the British Standards Institution.

The difference in water content between the liquid and plastic limits is defined as the "plasticity index" of the soil. It follows that the greater the plasticity index, the more plastic and compressible and the greater the volume change characteristics of the soil. The plasticity index has proven to be one of the most useful of all soil indices and is essential to the description of a cohesive soil.

As a convenience for comparing a variety of soils, Dr. A. Casagrande devised a plasticity chart (Figure 1), in which an empirical boundary known as the "A" line separates inorganic clays from silty and organic soils. Soils of the same geological origin usually plot on the plasticity chart as straight lines parallel to the A line. The larger the plasticity index the greater will be the volume change characteristics. "Fat" or plastic clays plot above the line. Organic soils, silts and clays containing a large portion of "rock flour" (finely ground non-clay minerals) plot below it.  Here are four separate charts that help to make very clear the use of Dr Casagrande's charts.

 

The above chart shows both the "A" line and the "B" line, staying within these ranges is safe but other ranges can work perfectly. The charts show the level of clay and silt in the fines tested.

 

This chart gives an indication of the soils makeup and compressibility.

 

The above shows some mineral groups and clays and highlight the range in which they are found and identified using the charts.

A Line Charts

Atterberg limits

A Line Charts

A Line charts 2

This is a very descriptive chart which explains what the symbols stand for and how to read the chart.

  Internal Training Document

 

Internal Training Document

Contact

| Benkelman Beam | Clegg Hammer | Penetrometer | Field Test | CBR | Atterberg Limits | A'Line Charts |

Endurazyme Home

Disclaimer
 

soil stabilization of clay based soils

                                             Copyright © 2000/7 - Brian Jackson