Capabilities · Sheet Piling
Sheet Piling
Interlocking steel sheets driven or vibrated into the ground, giving retention and a groundwater cut-off in one system. In saturated Florida sand that combination is often exactly what the job needs.
Send the geotechnical report and the site plan. You get a written read on the water, the excavation and the risk.
Self-perform
Dewatering and support of excavation, in house
Tidal
Deep foundations in tidal environments
Licensed
General contractor, licensed in the state of Florida
Water
The variable that decides the schedule in Florida
Where sheets will not go
Sheet piling is efficient and fast when the ground cooperates. It stops cooperating in two conditions that are common here: cemented layers or coquina rock that will not let a sheet through, and sites where vibration is unacceptable because of what is next door. Either condition rules the method out, and finding that at mobilization is expensive.
When sheets are the right call
- Saturated granular soil where a cut-off is worth as much as the retention.
- Depths where a cantilever or a single line of bracing will do.
- Sites with room to drive and to extract afterwards.
- Temporary works, where recovering the steel changes the economics.
- Waterfront and seawall work, where cut-off is the point.
How we handle it
- 01Check the borings for refusal layers before committing to the method.
- 02Assess vibration exposure for adjacent structures.
- 03Select driven or vibratory installation for the setting.
- 04Design bracing or tiebacks where cantilever will not hold.
- 05Monitor movement and vibration through installation.
- 06Extract and make good, or cut off and leave, per the design.
Being able to pull the sheets afterwards is a real part of the cost case on temporary works. On a site where extraction is impossible because of what has been built against them, that saving disappears and the comparison against other methods changes. Work it out at design stage, not at demobilization.
Said plainly
Where we stop
If the borings show refusal or the neighbor cannot take vibration, we will say sheets are the wrong method rather than mobilize a rig and find out.
FAQ
Common questions
- Are sheets removed afterwards?
- On temporary works usually yes, and the recovery is part of the cost case. Sometimes access makes it impossible — decide at design.
- How noisy is it?
- Vibratory installation is significant. On a sensitive site that alone can rule the method out.
- Do sheets stop water?
- The interlocks give a substantial cut-off. Not perfectly watertight, but often enough to change the dewatering design.
- What if we hit rock?
- Sheets refuse. That is why the borings are read before the method is chosen.
Ground conditions
Saturated Sand
excavation in saturated sand florida
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Coquina & Cap Rock
coquina rock excavation florida
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Organic Muck & Peat
organic muck soil florida foundation
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Tidal & Waterfront Sites
tidal excavation waterfront foundation florida
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Karst & Sinkhole Risk
sinkhole risk foundation florida
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Uncontrolled Fill
uncontrolled fill foundation florida
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Next step
Find out what is actually wrong with it.
An inspection, photographs of what we found, and a written scope. If the honest answer is that it can wait another season, that is the answer you will get.