Search the courses, subjects, tracks, games and features, or jump straight to a page.
Learn it your way
A short class with Sarah and her students. The other ways are under More.
Sign up free to listen. Transcripts are free to read.
Today, we will learn about calculating the plasticity index using our soil test results. Can someone remind me what the plasticity index represents?
Isn’t it the difference between the liquid limit and the plastic limit?
Exactly! The plasticity index helps us understand the plasticity of the soil. In our example, the liquid limit is 48% and the plastic limit is 26%. Let's calculate it.
So, PI = W_L - W_P, right?
Correct! So what's our calculation?
That would be 48 minus 26, which gives us 22%.
Great job! This indicates the plasticity index of our soil sample.
Now, based on the plasticity index we just calculated, where do you think this soil falls on the plasticity chart?
Since it's 22%, I think it might be intermediate plasticity?
That's a solid assumption! Based on our chart, have you checked what CI stands for?
CI means clay of intermediate plasticity!
Right! So, we classify the soil as CI. Excellent!
Next, let's calculate the liquidity index. Can anyone recall the formula for liquidity index?
Sure! It’s LI = (w - W_P) / (W_L - W_P).
Exactly! Given that our in-situ moisture content (w) is 39%, what does this give us?
Calculating gives us LI = (39 - 26) / (48 - 26) which is 13/22.
Good job with the math! What’s that figure approximate to?
That’s about 0.59.
Correct! This tells us that the soil has a liquidity index of 0.59, indicating it's of normal activity and soft consistency.
A measure that indicates the plasticity of a soil sample, achieved by subtracting the plastic limit from the liquid limit.
Represents the consistency of soil concerning its moisture content in relation to its Atterberg limits.
A ratio that indicates the plasticity of clay-soils based on their clay content.
In this example, a soil has a liquid limit of 48% and a plastic limit of 26%. Its plasticity index is calculated as 22%, classifying it as CI, clay of intermediate plasticity.
Another example includes calculating the liquidity index: with a moisture content of 39%, the LI computed marks the soil as having normal activity and soft consistency.
Plasticity index, oh what a host, From liquid limits it measures the most!
Imagine a clayey soil at a party, with different guests representing plastic limits. As they interact and form impressions, they reveal the plasticity index that defines their personality.
Remember 'PL' for Plasticity Index: PI = W_L - W_P.
LPA: Liquidity, Plasticity, Activity – remember these key soil characteristics!
Term
Plasticity Index (PI)
Click to flip
Term
Liquidity Index (LI)
Click to flip
Term
Activity
Click to flip
A measure of the plasticity of a soil, calculated as the difference between the liquid limit and the plastic limit.
The moisture content at which soil changes from a plastic to a liquid state.
The moisture content at which soil begins to behave plastically.
A measure of the current consistency of fine-grained soil with respect to its Atterberg limits.
The ratio of the plasticity index to the percentage of clay in the soil by weight.
Soils comprised of particles less than 0.075 mm in size.
This section presents a worked example to classify fine-grained soil based on its test results, detailing the calculations for plasticity index, activity, and liquidity index.
The worked example provides specific soil test results for classification, detailing the calculation of the plasticity index, determining the type of soil using the plasticity chart, and calculating the activity and liquidity index to aid in understanding fine-grained soils.
In this section, we analyze a worked example of soil classification based on laboratory test results. Fine-grained soils, defined as having more than 50% of particles smaller than 0.075 mm, are categorized further into clays, silts, and organic soils. By leveraging the plasticity chart, we classify soil based on liquid limit (W_L) and plasticity index (PI) values.
Thus, the working example illustrates the process of soil classification, highlighting key properties and their importance in geotechnical considerations.