2.1 - Guidelines for Loose to Medium Non-Cohesive Sand
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Introduction to Pile Hammer Selection
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Today, we're going to explore how to select the right hammer for pile driving based on material type and soil conditions. Knowing the type of pile you're dealing with is critical. What types of piles do we commonly use?
Concrete, timber, and steel piles.
What about the soil type? How does that affect our selection?
Great question! Soil types are classified into cohesive and non-cohesive soils, and each type requires a different hammer. Remember this: 'Heavier for tough, lighter for easy'. What does that mean?
It means we use heavier hammers for dense soils and lighter hammers for loose materials.
Correct! With non-cohesive soils, we consider factors like the number of blows from a standard penetration test. Can anyone tell me how these classifications work?
Non-Cohesive Soil Classifications
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Now let’s classify non-cohesive sand. Based on a standard penetration test, what do we mean by very loose or loose sand?
Very loose is 0 to 10 blows, and medium is 10 to 30 blows.
And as the number of blows increases, that indicates denser sand, right?
Exactly! For loose sand conditions, a double acting hammer can be used even for concrete piles. Why do you think this is an exception?
Maybe because the soil is so loose it won't be as damaging to the concrete?
That's a good insight! The hammer choice can also impact productivity—single acting hammers are better for enhancing that. Can anyone explain how?
Hammer Selection Guidelines
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Let's summarize the key guidelines for hammer selection. For concrete and wood piles in loose sand, we advocate for a drop or single acting hammer. Why?
To reduce the stress on the pile head?
Yes! And what about steel piles? What hammer do we recommend?
A double acting hammer or a vibratory hammer for noise reduction.
Exactly! The approach changes with different soil conditions. Can anyone give an overview of what we discussed related to medium non-cohesive sand?
For medium non-cohesive sand, we primarily use single acting hammers for concrete and double acting for steel.
Excellent recap! This ensures we’re making informed choices based on soil conditions.
Introduction & Overview
Read summaries of the section's main ideas at different levels of detail.
Quick Overview
Standard
The guidelines detail the selection of pile hammers based on material type and soil classification, particularly for concrete, timber, and steel piles in varying soil densities. The importance of selecting the right hammer type to minimize driving stresses and enhance productivity is emphasized.
Detailed
Detailed Summary
In this section, the guidelines for selecting pile hammers based on soil types, particularly focusing on loose to medium non-cohesive sand, are outlined.
- Hammer Selection Based on Material Type:
- For Concrete Piles: Use heavier hammer types such as drop or single acting hammers with a fall height of less than 0.5 meters to reduce driving stresses.
- For Timber Piles: Similar to concrete, either drop or single acting hammers are preferred.
- For Steel Piles: Double acting hammers are suggested for their rapid blow rate. If noise reduction is a concern, vibratory methods can be employed.
- Hammer Selection Based on Soil Type:
- The soil is classified using standard penetration tests. Loose to medium non-cohesive sand is categorized based on the number of blows required to penetrate the soil (loose sand: 0-10 blows; medium sand: 10-30 blows).
- In very loose conditions, even concrete piles can utilize double acting hammers as an exception. For medium non-cohesive sand, single acting hammers are advisable for concrete.
- As soil density increases (30-50+ blows), heavier hammers are preferred, and single acting hammers become recommended for both steel and concrete piles for efficient driving.
- Cohesive Soil Guidelines: Not detailed in this section but adjacent to understand the broader context for hammer selection in varying soil conditions.
The significance of understanding the hammer selection process is critical to ensure the efficacy and efficiency of pile driving operations.
Audio Book
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Classification of Soil Types Based on Blow Counts
Chapter 1 of 5
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Chapter Content
So, you can classify the soils into different categories depending upon a number of blows. For 0 to 10 blows, it is very loose to loose sand; for 10 to 30 it is medium non-cohesive sand; for 30 to 50 plus blows it is dense non-cohesive sand.
Detailed Explanation
Soils can be identified and classified based on how many blows are needed for a standard penetration test. This test measures how easily a hammer drives into the soil. If it takes 0 to 10 blows, the soil is categorized as very loose to loose sand. If it takes 10 to 30 blows, this soil is medium non-cohesive sand, and if it takes between 30 to 50 blows, it indicates dense non-cohesive sand. Essentially, as the number of blows increases, it means the soil is becoming more compact and dense.
Examples & Analogies
Think of it like pressing down on a sponge. If you press lightly (0 to 10 times), it squishes down easily — that's like very loose sand. If you press a bit harder (10 to 30 times), it resists a bit more, like medium sand. Finally, if you're pressing really hard (30 to 50 times), the sponge is very tight and compact, much like dense sand.
Hammer Selection Guidelines for Pile Types
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Chapter Content
For very loose to loose sand, for concrete piles or wood piles, you can go for double acting. For steel piles, you can either go for double acting or vibratory hammer.
Detailed Explanation
Different types of piles will require specific hammers depending on the soil conditions. In very loose sand, while concrete piles usually prefer heavier single acting hammers, a double acting hammer is acceptable. For steel piles, a double acting or vibratory hammer can be used, which generates a higher blow rate effective for the lesser density of the soil.
Examples & Analogies
Imagine you are driving a nail into different types of wood. With soft wood (comparable to very loose sand), you can use a lighter hammer (double acting hammer) without much force. But if you are working with denser wood (like medium or dense sand), you'd need a stronger, heavier hammer (single acting) to get it in properly.
Recommendations for Medium Non-Cohesive Sand
Chapter 3 of 5
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Chapter Content
For medium non-cohesive sand, a single acting hammer should be used for concrete piles; double acting hammers should not be used for concrete piles. Steel piles can use either double acting or vibratory hammers.
Detailed Explanation
When dealing with medium non-cohesive sand, it's important to use the right hammer for pile driving. Single acting hammers are recommended for concrete piles because they offer a more controlled blow, crucial for driving into moderately dense soil. However, double acting hammers are allowed for steel piles since they can handle the push and pull efficiently. Vibratory hammers can also be a good option in sandy conditions.
Examples & Analogies
Think of this as using different tools when building something. For a delicate procedure (like driving a concrete pile), you'd want a precise tool (like a single acting hammer) to avoid damages. But for a sturdier construction (steel piles), you can use a multi-purpose tool (double acting hammer) that can handle the task with a bit more strength and speed.
Guidance for Densified Sand and Pile Types
Chapter 4 of 5
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Chapter Content
As the densification of the sand increases, indicated by the increase in number of blows, the guidelines change. For wood or concrete piles go for single acting hammer; for higher blow counts (50+), you can switch to single acting hammer for steel piles as well.
Detailed Explanation
When the number of blows increases to 50 or more, indicating denser sand, the recommendation is to keep using single acting hammers for concrete and wood piles, ensuring effective driving with sufficient energy. Interestingly, even for denser steel piles, where a double acting hammer is commonly recommended, a single acting hammer can be used when the sand is more compact.
Examples & Analogies
Consider how you would drive different types of stakes into the ground. If the ground is soft (low blows), a regular thin stake (concrete pile) with a rubber mallet (single acting hammer) works fine. But as the ground gets tougher (high blows), you still use the rubber mallet for softer stakes, but might adapt to a heavier tool for the denser areas, to make sure you're getting the job done.
Final Thoughts on Hammer Selection Based on Soil and Pile Types
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Chapter Content
Hammer selection should consider the weight of your pile, its length, and the material type, as well as noise restrictions and overhead space for equipment.
Detailed Explanation
The selection of the hammer is critical and involves a combination of factors including the weight and length of the pile and its material type. In dense conditions where vibration restrictions might apply, a vibratory hammer might not be ideal. These factors all interact to determine the best choice for driving piles effectively and safely.
Examples & Analogies
It's like preparing for a road trip: you wouldn't choose the same vehicle (hammer) if you're hauling a heavy trailer (heavy pile) versus going solo (light pile). Additionally, you consider road conditions (soil type) and possible detours (space restrictions) to ensure a smooth journey without issues.
Key Concepts
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Soil Classification: The categorization of soil types based on penetration tests.
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Hammer Types: Various hammers used including drop, single acting, and double acting based on the pile and soil conditions.
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Heavier Hammer for Tough Conditions: Selecting heavier hammers for challenging soil conditions to ensure efficient driving.
Examples & Applications
For a concrete pile driving in very loose sand, a drop hammer can be selected due to reduced risk of damaging the pile.
For driving steel sheet piles in medium non-cohesive sand, a vibratory hammer might be chosen for quicker installation.
Memory Aids
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Rhymes
When the sand's light with little weight, a double hammer's great, that's the fate.
Stories
Imagine a construction site where a wise engineer had a choice between hammers. He remembered that the lighter the soil, the more options he had with hammer tools!
Memory Tools
Hammers: D (Drop), S (Single acting) for lighter conditions, D (Double acting) for heavier settings.
Acronyms
PHD - Pile Hammer Decisions
Determine Pile type (concrete
timber
steel)
assess Soil type (cohesive vs non-cohesive)
and evaluate Density (blows count/test results).
Flash Cards
Glossary
- Pile Hammer
A machine used to drive piles into the soil to provide foundation support.
- NonCohesive Soil
Soil that does not adhere together, typically sands or gravels.
- Drop Hammer
A type of hammer that is lifted and then dropped to deliver impact energy.
- Single Acting Hammer
A hammer that delivers a blow in one direction only, often using gravity.
- Double Acting Hammer
A hammer that delivers blows in both directions, effectively using hydraulic or pneumatic energy.
- Standard Penetration Test
A geotechnical test to determine the density of soil by measuring the number of blows required to advance a sampler.
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