ᐅ Compacting a gravel layer of approximately 25 cm – experiences
Created on: 22 Mar 2018 18:30
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rob.leipzigR
rob.leipzig22 Mar 2018 18:30Hello,
I have already searched online about the following topic but couldn’t find any information. Fortunately, I came across this forum.
Here is my question:
For a ground slab, one wants to compact a gravel layer of about 25cm (10 inches). Now, there is a compactor with a compaction force of about 8kN. This is definitely not enough to compact the entire gravel layer at once.
Would it be possible to compact the gravel every 5cm (2 inches)? Would this achieve the same result?
That means applying 5cm (2 inches) of gravel, compacting it with 8kN, then applying another 5cm (2 inches) of gravel and compacting again. Repeating this effectively three more times.
Thank you very much!
Robert
I have already searched online about the following topic but couldn’t find any information. Fortunately, I came across this forum.
Here is my question:
For a ground slab, one wants to compact a gravel layer of about 25cm (10 inches). Now, there is a compactor with a compaction force of about 8kN. This is definitely not enough to compact the entire gravel layer at once.
Would it be possible to compact the gravel every 5cm (2 inches)? Would this achieve the same result?
That means applying 5cm (2 inches) of gravel, compacting it with 8kN, then applying another 5cm (2 inches) of gravel and compacting again. Repeating this effectively three more times.
Thank you very much!
Robert
T
toxicmolotof22 Mar 2018 18:37Your geotechnical engineer should specify how much the ground needs to be compacted.
How the contractor achieves this is something they should know as professionals. One method might be the one you describe. Whether this is sufficient, I don’t know. However, depending on the layer thickness, doing it every 5cm (2 inches) can be quite tedious.
In any case, a proper, passed compaction test should be conducted at the very end.
How the contractor achieves this is something they should know as professionals. One method might be the one you describe. Whether this is sufficient, I don’t know. However, depending on the layer thickness, doing it every 5cm (2 inches) can be quite tedious.
In any case, a proper, passed compaction test should be conducted at the very end.
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rob.leipzig22 Mar 2018 22:46Hello,
Thank you for your responses!
The compactor is said to compact 20cm (8 inches) of soil. I’m rather skeptical about that. Since it will be available anyway, I would compact a 25cm (10 inches) layer of gravel in 4-5 passes... No house will be built on the slab. The foundations are already in place, and the slab will be installed as a floating slab. This means inserting a barrier between the slab to be poured and the existing foundations.
Thanks and good luck from Leipzig!
Robert
Thank you for your responses!
The compactor is said to compact 20cm (8 inches) of soil. I’m rather skeptical about that. Since it will be available anyway, I would compact a 25cm (10 inches) layer of gravel in 4-5 passes... No house will be built on the slab. The foundations are already in place, and the slab will be installed as a floating slab. This means inserting a barrier between the slab to be poured and the existing foundations.
Thanks and good luck from Leipzig!
Robert
Practically no
Theoretically no
When installing gravel, the layer to be compacted should be at least three times the thickness of the largest particle size. This allows the gravel to settle evenly and the fractured particles to interlock. For example, gravel sized 0-45mm (0-1.8 inches) should be laid and compacted in layers at least 15cm (6 inches) thick. Compaction should not be done with a "smoothing iron" but with a heavy vibrating plate compactor of 55 kN or more. The soil report should ideally include installation recommendations, which was the case for us. In any case, perform a plate load test at the end, but no earlier than one week after installation. This allows the material to "settle" after compaction vibrations, otherwise the results may be inaccurate.
Theoretically no
When installing gravel, the layer to be compacted should be at least three times the thickness of the largest particle size. This allows the gravel to settle evenly and the fractured particles to interlock. For example, gravel sized 0-45mm (0-1.8 inches) should be laid and compacted in layers at least 15cm (6 inches) thick. Compaction should not be done with a "smoothing iron" but with a heavy vibrating plate compactor of 55 kN or more. The soil report should ideally include installation recommendations, which was the case for us. In any case, perform a plate load test at the end, but no earlier than one week after installation. This allows the material to "settle" after compaction vibrations, otherwise the results may be inaccurate.
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