Trenches can look solid, but soil will give way with little warning, especially around construction activity. This calculator lets you work out the right shoring method and slope for a trench, based on its depth, width, and what kind of soil you have. These numbers matter—especially if you’re running utilities, digging foundations, or managing any civils work where an unsupported trench could get someone hurt. Below, you’ll find the OSHA-calculation methods, an example problem, comparison of shoring types, practical design notes, and a FAQ.
What is trench shoring?
Trench shoring is a way of physically supporting excavation walls so they don’t collapse. You can do that with actual bracing against the soil, or by cutting the walls back at a shallow enough angle that sliding-in isn’t possible.
Simple Explanation
If you’ve ever dug a deep hole in wet beach sand, you know the sides come in fast. Trench shoring is how engineers stop that from happening. Depending on your soil and your dig depth, you either put in bracing or dig the walls back—not vertical, but at a safe enough angle that a cave-in can’t happen.
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Table of Contents
Trench Shoring System Diagram
Trench Shoring Calculator
How to Use This Calculator
This calculator is intended for education, concept evaluation, and preliminary design. Results are based on the equations and assumptions described on this page, but cannot account for every real-world load case, tolerance, material property, environmental condition, installation detail, safety factor, code, or regulatory requirement. Verify all inputs, assumptions, units, and results independently before selecting components or using the result in a real application. Safety-critical, structural, medical, lifting, transportation, or regulated applications must be reviewed by a qualified engineer.
- Enter your trench depth and set the units.
- Enter trench width and set the units.
- Choose the soil type closest to your site's conditions.
- Click Calculate to see your result.
📹 Video Walkthrough — How to Use This Calculator
Trench Shoring Interactive Visualizer
Visualize trench stability and required shoring based on depth, width, and soil type. Watch how different OSHA soil classifications dramatically affect slope ratios and safety requirements for excavation work.
SLOPE RATIO
1:1
SURFACE WIDTH
20 ft
SHORING REQ'D
YES
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OSHA Safety Equations and Standards
These calculations follow OSHA standard 29 CFR 1926.652. The relevant numbers for slope and shoring are simple:
Slope Ratio Calculations:
Type A Soil: H:V = 3/4:1 (for depths ≤ 20 ft)
Type B Soil: H:V = 1:1
Type C Soil: H:V = 1.5:1
Depth Requirements:
Mandatory Shoring: D ≥ 5.0 ft
Recommended Shoring: 4.0 ft ≤ D < 5.0 ft
Soil Classification:
Type A: Unconfined compressive strength ≥ 1.5 tons/ft²
Type B: 0.5 ≤ Unconfined compressive strength < 1.5 tons/ft²
Type C: Unconfined compressive strength < 0.5 tons/ft²
Simple Example
Trench depth: 10 ft. Trench width: 4 ft. Soil type: Type B (sandy loam).
Result: Shoring required. Maximum slope ratio: 1:1 (45°).
So for every 1 foot down, you need 1 foot out. Or, use shoring and keep the cut vertical.
Understanding Trench Shoring Systems
Shoring keeps soil from caving into your trench. Serious injuries and deaths happen when this is skipped or misapplied—cave-ins kill people yearly, so the math and system must fit your job and your dirt. This calculator helps you get the right starting point.
The key is to keep the sides from moving by transferring the sideways force of the soil onto parts built to take it—either temporary panels and bracing, or by pulling the slope back until the soil’s natural angle holds itself up.
Types of Shoring Systems
The main options for shoring are:
Hydraulic Shoring: Uses hydraulic cylinders and panels to brace the walls. Fast for setup and removal if you have mechanically variable trench width, and gives even force across the sides. Best for loose or unstable soils (Type B and Type C) where you expect significant side loads.
Pneumatic Shoring: Looks and works like hydraulic, but uses air pressure instead of hydraulic oil. Use it if leaks are an environmental concern or you’re near sensitive areas, ponds, or rivers.
Mechanical Shoring: Old-school method—steel struts, walers, and sheeting. More manual work and set-up time, but very stable once built. Useful when trenches are irregular or you need a custom fit.
Practical Applications and Real-World Examples
This calculator comes in handy for many hands-on jobs—anywhere you need to dig deep enough that cave-ins matter.
Utility Installation Projects
Running new water or sewer lines means long, often deep trenches. For example, an 8-foot deep trench for a water main in Type B sandy loam needs a 1:1 slope or shoring. You’ll quickly run into a problem using just a slope, because your width at the top gets massive. At some point, shoring will be the only realistic way to work—especially in city streets or built-up areas.
For anyone automating panel adjustment, FIRGELLI linear actuators can be built into custom shoring to make setting up and adjusting wall supports easier and more exact without having workers climb in and out as much.
Foundation Excavations
Building foundations often mean multiple crossing trenches with little room to work. This calculator helps you pick exactly where shoring turns from “suggested” to "required," so you don’t waste time or money but still meet code.
Worked Example: Commercial Building Foundation
Suppose your foundation plan needs:
- Trench depth: 12 feet
- Trench width: 4 feet
- Soil type: Type B (silty clay)
By OSHA, shoring’s required (over 5 feet deep) and you’d have to use either a 1:1 slope or brace vertical walls. If you tried to just slope it, your top width would be about 28 feet—almost always unworkable in a city lot, so a proper shoring system is the practical choice. Side pressure at the bottom could run about 1,440 pounds per linear foot using typical soil numbers (120 pcf and K=0.5)—something you can’t ignore for bracing designs.
Design Considerations and Best Practices
OSHA sets the legal minimum, but real-world shoring design has to go beyond that. The calculator gives you the numbers, but you still need to consider:
Environmental Factors
Groundwater changes the game. High water tables weaken soil and send side pressure up fast. Dewatering might be needed, or you may need extra-strong shoring. Wet weather changes good soil (Type A) to weak (Type C) almost overnight—always keep an eye on conditions as you dig. Freezing and thawing can add movement and stresses, so these should factor into your plan for longer jobs.
Adjacent Structure Considerations
Buildings, roads, and utilities close by can ramp up risks and may mean higher lateral forces on your shoring system. Vibration from trucks or machinery is another common source of movement—can’t ignore it if you’re close to traffic or active worksites.
Access and Equipment Considerations
You have to be able to get the shoring in and out as you work. Hydraulic systems are efficient if you have space for the gear, but sometimes lightweight and manually installed systems are a better fit in tight or irregular spots, even if they take longer to put together.
Integrated systems with FIRGELLI linear actuators let you change shoring pressure or adjust panels from outside the trench—reducing worker exposure to hazards.
Quality Control and Monitoring
Every shift, someone needs to actually check the shoring—hydraulic units need correct pressure, mechanicals must stay tight. Document what you find and any changes; if the soil changes, you’ll want a record. Modern monitoring can alert you to movement, but even the best system still needs human eyes watching it.
Standardizing your shoring approach on jobs with several trenches or long runs makes things safer, keeps surprises down, and helps catch mistakes early. Update your plan if soil or site conditions don’t match the original work-up.
Frequently Asked Questions
At what depth is trench shoring required by OSHA?
+How do I determine my soil type for shoring calculations?
+What's the difference between shoring and sloping?
+Can I use the same shoring system for different soil types?
+What happens if my trench is deeper than 20 feet?
+How often should I inspect trench shoring systems?
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About the Author
Robbie Dickson
Chief Engineer & Founder, FIRGELLI Automations
Robbie Dickson brings over two decades of engineering expertise to FIRGELLI Automations. With a distinguished career at Rolls-Royce, BMW, and Ford, he has deep expertise in mechanical systems, actuator technology, and precision engineering.
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