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 explore elastic settlement or immediate settlement. Can anyone tell me what they understand by the term immediate settlement?
I think it’s the settling of soil happening quickly after a load is applied.
Great observation! Elastic settlement occurs immediately upon load application due to soil distortion without significant volume change or water movement, particularly in less pervious soils. What do you think happens in pervious soils?
Water drains quickly in those soils, so the settling might be faster.
Exactly! In pervious soils, water flow at constant volume contributes to rapid settlement. Let’s remember this with the acronym 'REACT' – Rapid Elastic Adjustment of Compressive Tensile.
So, the quicker the water flows, the faster the soil can adjust?
Yes! That’s a critical aspect of elastic settlement. Remember to consider soil behavior when you’re designing structures!
Now, how does elastic settlement fit with the total settlement that we’ve discussed? Who can outline the components for us?
I remember; it’s total settlement equals immediate plus primary consolidation plus secondary consolidation, right?
Exactly! The formula is St = Si + Sc + Ssc. So, where does elastic settlement fall in this equation specifically?
It’s the first part, the immediate settlement Si!
Correct! Elastic settlement happens right away, but primary and secondary consolidations take time. Can anyone explain what happens in primary consolidation?
That’s when pore water is expelled from the soil, leading to gradual deformation!
Spot on! This is why we differentiate elastic settlement from primary and secondary types. It’s about the timing and nature of the changes. Remember, 'SED' for Settling Early Distorts!
The immediate settlement response of soil when a load is applied.
How a soil deforms under an applied load.
Water that exists within the voids between soil particles that affects soil behavior.
The overall volume change including all settlement components.
If a building is constructed on a clay soil, the immediate settlement will be reflected in the initial moments after the load is applied as the soil distorts, causing a temporary change in height.
In a well-drained sandy soil, when a load is applied, you may observe rapid elastic settlement as water is expelled quickly, allowing the soil structure to reorganize.
When load applies, watch soil sigh, Elastic settles, oh my, oh my!
Imagine a sponge under pressure. When you push it down, it changes shape instantly. That's like elastic settlement in soils when a load is applied!
Remember 'ISP' for Immediate Settlement Principle: Immediate, Soil distortion, Pore water minimal.
Use 'LEAP' to remember: Load, Elasticity, Adjustment, Pore water behavior.
Term
What is Elastic Settlement?
Click to flip
Term
What are the components of Total Settlement?
Click to flip
Immediate deformation of soil under an applied load without significant water movement.
The tendency of soil to deform under load, related to the soil’s volume change.
Soil that allows water to flow through easily.
The overall change in volume of soil under an applied load comprising immediate, primary consolidation, and secondary consolidation components.
Settlement resulting from pore water expulsion over time, leading to effective stress increase.
Long-term volume change due to soil particle rearrangement at constant effective stress after primary consolidation.
This section discusses immediate or elastic settlement, which occurs right after a load is applied to saturated soil, primarily due to distortion at constant volume.
In this section, we explore elastic or immediate settlement as a key component of total settlement in soil mechanics. We learn that this type of settlement results from the instantaneous distortion of soil volume when a load is applied, specifically in the context of both pervious and less pervious soils and their water drainage characteristics.
This section focuses on Elastic Settlement, also known as Immediate Settlement, as one of the three main components of total settlement in soils. It occurs instantaneously upon the application of a load, characterized by distortion at a constant volume. Key points include:
Understanding immediate settlement is vital for civil engineers aiming to ensure the stability and longevity of structures.