What Is the Difference Between Concrete vs Shotcrete ?

Concrete vs Shotcrete, What’s the Difference? Definition, Uses and Disadvantages | What Is the Difference Between Concrete vs Shotcrete? How to Differentiate Between Shotcrete & Concrete?

Concrete is truly a versatile building material. Concretes in use today are formulated with very specific performance characteristics in mind and include lightweight, heavyweight, porous, fibre-reinforced, mass, high-performance and cellular concrete to name just a few. Each provides specific characteristics or properties for their intended use.

These properties are achieved by intentional formulation and control of such variables as cement content and type, pozzolan type and content, aggregate type, admixtures used, the additional time and rate of those admixtures, as well as other, often subtle, differences.

Concrete Vs. Shotcrete
Concrete Vs Shotcrete

Define Concrete or What is the Definition of Concrete?

Concrete is a building material that comes in a number of options, including lightweight, heavyweight, porous, and fibre-reinforced, to fit a range of construction needs. It consists of fine rocks mixed with water and paste that hardens.

One widely used speciality concrete is known as “shotcrete.” The major difference between shotcrete and its close cousin, concrete, is the placement method.

Concrete is discharged from a ready-mix truck, placed on the ground or in forms and then must be vibrated for compaction.

By contrast, the shotcrete process, whether using wet or dry material feed, does not require forming or compaction thereby enhancing design creativity and application flexibility, often resulting in a savings of time or money.

Define Shotcrete or What is the Definition of Shotcrete?

What is shotcrete – Shotcrete is a specific type of concrete that can either be dry-mix or wet-mix. It’s become known for its unique application process that differs from traditional concrete.

Shotcrete was originally called “Gunite” when Carl Akeley designed a doubled chambered cement gun in 1910. His apparatus pneumatically applied a sand-cement mixture at a high velocity to the intended surface.

Other trademarks were soon developed known as Guncrete, Pneucrete, Blastcrete, Blocrete, Jetcrete etc. all referring to pneumatically applied concrete.

Today Gunite equates to dry-mix process shotcrete while the term “shotcrete” usually describes the wet-mix shotcrete process. At the point of application, both are typically referred to as shotcrete.

Dry-mix process shotcrete introduces and mixes the required water at the application nozzle as the dry cementitious materials (fly ash, slag, silica fume etc.) and aggregates are delivered through the “gun” The nozzleman controls mix consistency, adjusting water addition to suit the changing conditions of the work area.

The dry-mix process also is well suited for sporadic application operations since the majority of the water only comes into contact with the cementitious materials as it leaves the nozzle. The wet-mix process utilizes concrete delivered to the job that is thoroughly mixed excluding of any required accelerators.

The ingredients are generally delivered in ready-mix trucks as with normal concrete. Accelerators or other admixtures may still be metered into the slurry at the nozzle along with air under pressure to increase the velocity of the material and improve control of the application or “shooting” process.

The impact velocity of properly applied shotcrete instantly compacts the material, yielding an “in-place” mix that is richer in cement and higher in strength than the same mixture prior to placement. Typically, a fine aggregate dry-mix shotcrete mix delivered in a 1:3 cement to aggregate proportion upon entering the application gun results in a 1:2 cement to the aggregate ratio when in place.

What appears to be a waste of materials and a dust nuisance known in the trade as “rebound” and overspray, actually results in dense, high-strength shotcrete as a portion of the aggregate ricochets off the receiving surface and away from the placement location.

The loss through rebound will vary depending upon the dryness of the mix, the shooting distance from the surface, wind conditions, etc.

The intended thickness is generally overshot, trimmed back to the design thickness and finished to the desired surface texture and appearance.

While the dry mix process sounds quick and economical, it requires precautions to ensure application quality. The nozzleman’s workmanship and experience are critical since the nozzleman controls the critical water-to-mix ratio going into application equipment. With the wet-mix process, the nozzleman has no control over the consistency of the mix delivered to the job site, but can control the velocity of the materials and the addition of accelerators as the mix leaves the nozzle.

Just as in concrete mix designs, the ratio of the water-to-cementitious material remains the single most important parameter influencing the compressive strength, shrinkage and overall durability of the final product. Application technique is also crucial and less forgiving than ordinary ready-mix.

Good “shooting” technique can mean the difference between a dense high-strength material or one that looks good on the finished surface but actually has underlying sand pockets, voids and poorly encased reinforcing steel.

Poor application technique increases the probability of cracking and its negative ramifications. The shotcrete process is more versatile than conventional concrete placement.

If the shooting surface is sound, clean and accessible, shotcrete can be applied in very difficult or complex shapes or sections where conventional concrete formwork would prove difficult or impossible as well as cost-prohibitive.

Shotcrete is especially applicable for unique shapes desired in complex shapes, swimming pools and other unique features of aquatic parks. It can also be an excellent overlay and repair material for existing structures because of its potential to achieve good bond strength and low permeability.

The nuances and differences between concrete and shotcrete are too numerous to cover in a short article.

Selecting a concrete placement method, whether it be conventional concrete, wet-mix or dry-mix process shotcrete can be a challenging task, since there are positive aspects of each for almost every application.

While it is true that one approach may be more applicable, adaptable or economical than another, the final concrete placement selection for the project should be based on project design, material performance criteria and overall budget.

What Are the Advantages of Shotcrete & Concrete?

Concrete is more advantageous to use for a larger area, such as the foundation of a building. The mixture is poured into any framed area and left to harden.

When compared with steel, wood, and other building materials, concrete is more water-resistant and less susceptible to deterioration over time.

Additionally, it can last in high temperatures without compromising its structure, so its often used to fireproof steel.

Due to the cement gun used to apply shotcrete, it has additional benefits over traditional concrete. Since it does not need to be mixed or compacted like concrete, construction companies benefit from saved time.

It can also save on labor costs. The gun also enables shotcrete to bond to materials better than poured concrete, making it ideal to use on complicated shapes and spaces that are difficult to reach.

About the Author
Er. Mukesh Kumar
Er. Mukesh Kumar is Editor in Chief and Co-Fonder at ProCivilEngineer.com Civil Engineering Website. Mukesh Kumar is a Bachelor in Civil Engineering From MIT. He has work experience in Highway Construction, Bridge Construction, Railway Steel Girder work, Under box culvert construction, Retaining wall construction. He was a lecturer in a Engineering college for more than 6 years.