How to Choose Soil Nailing Materials for Your Soil Conditions
Choose soil nailing materials from soil data: nail bars, non-shrink grout, shotcrete, drainage and corrosion protection, with tables for each soil type.

Choosing soil nailing materials starts with soil data: soil type, strength, groundwater level and corrosivity. From there, decide on the nail bar type and its corrosion protection, non-shrink grout, shotcrete with wiremesh or fibers, and drainage. Loose or wet soil needs adjustments, while a permanent service life calls for stricter corrosion protection.
Contents
- Key Takeaways
- Introduction
- Why Do Soil Conditions Determine the Choice of Materials?
- Soil Data to Collect Before Choosing Materials
- A Guide to Choosing Materials by Soil Condition
- Choosing the Nail Bar and Its Corrosion Protection
- Choosing Grout
- Choosing Shotcrete and Facing Reinforcement
- Choosing a Drainage System
- Bearing Plates, Nuts and Geosynthetics
- Special Case in Mining: Acidic Water and Vibration
- Decision Framework: 7 Steps to Choosing Materials
- Application Examples
- Common Mistakes in Choosing Materials
- Practical Tips and Recommendations
- Relevant APTEKINDO Services and Materials
- Supporting Data and References
- FAQ (Frequently Asked Questions)
- Conclusion
Key Takeaways
- Start from soil data, not from a materials catalog. Soil type, strength, groundwater and corrosivity drive almost every choice.
- Five main groups of materials: nail bars, grout, shotcrete with its reinforcement (wiremesh or fibers), drainage, and bearing plates with nuts.
- Stiff cohesive soil and weathered rock are generally the most forgiving for soil nailing; loose, saturated or soft soil calls for adjustments or another method.
- Service life determines corrosion protection. Temporary and permanent structures must not be treated the same way.
- Water is the deciding factor. Drainage and grout that withstands wet conditions matter as much as the strength of the steel.
- Mining environments (acidic water, blast vibration) add corrosion and facing ductility considerations.
- Verify in the field: pull-out tests and quality tests on grout and shotcrete confirm the materials perform as the design assumed.
Introduction
Many soil nailing projects run into trouble not because the method is wrong, but because the materials do not suit the soil. Grout that works well in dry soil can wash out in wet soil. Steel that is enough for a temporary structure can rust away on a permanent one in aggressive soil. Shotcrete that is strong in the lab can crack because the drainage behind it does not work.
For contractors and geotechnical engineers, the real question is not "which material is best" but "which material best suits the soil, water and service life at this site." The answer depends on data gathered before design.
This article explains how to choose soil nailing materials step by step, based on soil conditions. At the end, we describe the relevant services and materials from APTEKINDO, including the Sika line it distributes as an official distributor.
Why Do Soil Conditions Determine the Choice of Materials?
Soil nailing works because the bond between the grout and the soil transfers tensile force to the steel bar. The strength of that bond is affected by the soil type, the drilling method and the grouting method. So the same material can give different pull-out capacity in different soils.
Soil and water also affect how durable the materials are. Aggressive groundwater can attack steel and grout, while flowing water can wash away grout that has not yet hardened. That is why material selection has to start from a characterization of the site, not from the habits of previous projects.
Soil Data to Collect Before Choosing Materials
| Data | How to obtain it | Effect on material selection |
|---|---|---|
| Soil type and stratigraphy | Core drilling, laboratory tests | Determines the drilling method, grout and nail length |
| Soil strength and stiffness | SPT, CPT, laboratory tests | Determines nail spacing, steel size and facing needs |
| Groundwater level and seepage | Borehole observation, piezometers | Determines drainage and the grout's resistance to water |
| Permeability | Field tests | Determines the risk of grout loss |
| Corrosivity | pH, resistivity, chloride, sulfate | Determines corrosion protection and cement type |
| Swelling or shrinkage potential | Plasticity index test | Determines facing thickness and drainage |
| Vibration and environmental loads | Blasting or traffic data | Determines shotcrete ductility and facing reinforcement |
Without this data, a material choice is just a guess dressed up as a specification.
A Guide to Choosing Materials by Soil Condition
| Soil condition | Main challenge | Material and method adjustments |
|---|---|---|
| Stiff to hard fine-grained soil | Bond tends to be lower than in granular soil; sensitive to moisture | Non-shrink grout; strong drainage; longer nails where needed; facing with adequate reinforcement |
| Dense granular soil with apparent cohesion | Holes are relatively stable; apparent cohesion is lost when saturated | Standard good-quality grout; drainage to keep the soil unsaturated |
| Residual soil and weathered rock (common in Indonesia) | Uneven weathering profile; hard boulders and soft zones | Closely spaced investigation; more pull-out tests; consider combining nails and rock bolts |
| Loose sand or gravel | Holes collapse; grout is lost into the soil pores | Drilling with casing or self-drilling nails; thicker grout; pre-injection if needed |
| Saturated soil or soil below the groundwater level | Grout washes out; high pore water pressure | Horizontal drainage; grout and methods that withstand wet conditions; re-evaluate whether the method is feasible |
| Soft clay | Very low bond capacity | Soil nailing is usually not suitable on its own; consider other methods |
| Aggressive soil or water (acid, chloride, sulfate) | Steel corrosion and grout degradation | Layered corrosion protection; sulfate-resistant cement if needed; monitor water quality |
Most slopes in Indonesia are made of residual soil and weathered rock. This profile varies sharply over short distances, so a single material specification is rarely enough for an entire slope.
Choosing the Nail Bar and Its Corrosion Protection
Nail bars are usually high-strength deformed steel bars with a diameter of about 19-32 mm. Typical grades fall in the 420-520 MPa range, equivalent to grades widely known in reinforcing steel standards such as ASTM A615 and SNI 2052:2017 (the Indonesian national standard for concrete reinforcing steel). Choose the diameter and grade from the tensile capacity calculation, not just from what is available.
Service life determines corrosion protection:
| Condition | Common approach |
|---|---|
| Temporary structure (short life) | Grout cover and, where needed, extra sacrificial steel thickness |
| Permanent structure, non-aggressive soil | Adequate grout cover, plus a protective coating such as galvanizing or epoxy as the design requires |
| Permanent structure, aggressive soil or water | Layered protection, for example a nail with a corrugated sheath (encapsulation) filled with grout |
Centralizers are a must so the nail stays in the middle of the hole. Without centralizers, the grout cover can thin out on one side, making corrosion protection and bond uneven.
Choosing Grout
Grout joins the nail to the soil and protects the steel. That makes its quality the deciding factor for pull-out capacity and service life.
Selection considerations:
- Non-shrink. Grout that shrinks opens a gap between the nail and the soil and reduces bond.
- Flowability (fluidity). Grout must be fluid enough to fill the hole completely, but not so fluid that it loses strength. For neat cement grout, the water-cement ratio is typically around 0.4-0.5.
- Resistance to water. In wet or water-bearing holes, grout needs to resist washout.
- Cement type. In soil or water rich in sulfate, consider sulfate-resistant cement.
- Grout loss. In permeable or voided soil, grout consumption can far exceed the hole volume; plan for it with thicker grout or pre-injection.
For packaged non-shrink grout, the ASTM C1107 standard is often used as a specification reference. Run flow tests and compressive strength specimens regularly during the work.
Choosing Shotcrete and Facing Reinforcement
Shotcrete facing protects the slope surface from erosion and holds the shallow soil between nails. The options include:
| Option | Advantages | Considerations |
|---|---|---|
| Shotcrete with wiremesh | Clear reinforcement, widely used | Installing the mesh takes time, especially on uneven surfaces |
| Shotcrete with macro synthetic fibers | Reduces cracking, speeds up the work, more ductile | Verify facing capacity against the design; mesh may still be needed |
| Shotcrete with steel fibers | High ductility | Consider corrosion and handling safety |
The compressive strength of shotcrete for facing is typically 20-30 MPa at a thickness of 75-150 mm. An accelerator helps the shotcrete set quickly so the layer can support itself early, which matters in soil that weakens fast once exposed. A superplasticizer helps keep the mix workable at a low water-cement ratio.
On mine slopes that experience blast vibration, a more ductile, crack-resistant facing becomes an additional consideration.
Choosing a Drainage System
Drainage is not an accessory material but part of the reinforcement system. Rising pore water pressure lowers the soil's shear strength and increases the load on the facing.
- Weep holes to pass through the facing and release water.
- Horizontal drains to lower the water level behind the slope.
- Geocomposite behind the shotcrete to carry seepage down to the toe of the slope.
In clay and saturated soil, drainage capacity needs to be calculated more carefully. Also make sure the drainage channels at the toe of the slope do not clog.
Bearing Plates, Nuts and Geosynthetics
Bearing plates and lock nuts transfer force from the facing to the nail. The plate size must match the design so the facing is not punched through. The nail head needs corrosion protection, for example by encasing it in concrete.
Geosynthetics such as geogrid and geocell can complement the system for erosion control, surface reinforcement or vegetated slope facades.
Special Case in Mining: Acidic Water and Vibration
Mine slopes behave differently from ordinary civil excavations. Mine water can be acidic and worsen corrosion, while blasting causes repeated vibration that demands a facing that does not crack easily. The service life also needs to match the life of mine, which determines whether the structure is treated as temporary or permanent. Regulatory references such as Ministry of Energy and Mineral Resources Decree No. 1827 K/30/MEM/2018 on guidelines for good mining engineering practice include provisions on the geotechnics of mine slopes.
Decision Framework: 7 Steps to Choosing Materials
- Collect soil and water data through a geotechnical investigation.
- Classify the conditions: soil type, presence of water and corrosivity.
- Set the service life: temporary or permanent.
- Choose the nail bar and its corrosion protection to suit the service life and aggressiveness.
- Choose the grout to suit the soil, water and the cement type required.
- Choose the facing: shotcrete with wiremesh or fibers, plus an accelerator and admixtures as needed.
- Design the drainage and plan a field testing and monitoring program.
Application Examples
Scenario 1: Volcanic residual soil in the rainy season. The weathering profile is uneven and rainfall is high. Choices: non-shrink grout, closely spaced horizontal drainage, shotcrete with synthetic fibers, and more pull-out tests to capture the variation in capacity.
Scenario 2: A loose sand layer over clay with a shallow groundwater level. The holes collapse easily and grout is lost. Choices: drilling with casing or self-drilling nails, thicker grout, pre-injection in permeable zones, and strong drainage before the facing is installed.
Scenario 3: A mine slope with acidic water. Choices: layered corrosion protection on the nails, water quality monitoring, and a facing that resists cracking from blast vibration.
APTEKINDO's relevant track record, according to its official website, includes slope protection at West Wanagon in the Grasberg mine, stabilization of an engineered slope at PT Agincourt Resources using shotcrete reinforced with biaxial geogrid, and ground anchor (micropile) and rock anchor work on a processing plant foundation project. See the APTEKINDO portfolio for the full list.
Common Mistakes in Choosing Materials
- Copying another project's specification without adjusting for the soil and water.
- Ignoring corrosivity, especially on permanent structures.
- Choosing grout on price alone, not on how it behaves in wet or permeable holes.
- Treating drainage as an add-on.
- Using one specification for the whole slope even though the soil profile varies.
- Skipping pull-out tests, so the bond assumption is never verified.
- Changing materials in the field without the design engineer's approval.
Practical Tips and Recommendations
- Bring in the geotechnical engineer from the investigation stage, not after the materials are ordered.
- Set the service life at the start, because it determines corrosion protection.
- Ask for technical data sheets and batch quality tests for the grout, accelerator and fibers.
- Run trial mixes of grout and shotcrete under field conditions before production.
- Plan material stock and delivery schedules so top-down work does not stall.
- Document the results of pull-out, grout and shotcrete tests as proof of quality.
- Prepare slope monitoring for after construction is finished.
Relevant APTEKINDO Services and Materials
PT Anggun Permai Tekindo (APTEKINDO) is a supplier of mining materials and services focused on concrete admixtures, shotcrete, grouting and injection systems, and an official distributor of SIKA Mining Solutions. Through its subsidiary, PT Aptekindo Mitra Solusitama (AMS), APTEKINDO also provides ground support, geotechnical, civil engineering and geosynthetic solutions.
Materials for Soil Nailing
| Need | Material from APTEKINDO | Relation to soil conditions |
|---|---|---|
| Nail grouting | Sikagrout 215 NEW and Sikagrout 214-11 (non-shrink) | Maintains the nail-soil bond without shrinkage |
| Shotcrete set acceleration | Sigunit L54-45 AF and Sigunit D430 | Helps the facing harden faster in soil that weakens quickly once exposed |
| Concrete fibers | Sikafiber Force-48 / Force-55 (macro synthetic fibers) | Reduces cracking in the facing, including on vibrating slopes |
| Concrete quality and workability | Sika ViscoCrete 305ID and Viscoflow 3660 LR | Keeps workability with a controlled water-cement ratio |
| Reinforcement components and geosynthetics | Nail bars, bearing plates, geocell, geogrid | Reinforcement and erosion control |
Full product descriptions are available on the Sika product pages and line pages. Specifications, suitability for your soil conditions and availability should be confirmed with the APTEKINDO technical team.
Services
- Soil Nailing: slope reinforcement with grouted nails and shotcrete.
- Slope Protection: integrated slope protection and stabilization, from analysis through execution.
- Injection Grouting: injection for soil strengthening and water control, relevant when the soil is permeable or voided.
- Artificial Ground Support: rock bolting and cable bolting, relevant in weathered rock.
- Geotechnical Solutions: analysis and execution of geotechnical work.
Supporting Data and References
- FHWA Geotechnical Engineering Circular No. 7: Soil Nail Walls (2015).
- SNI 8460:2017 on geotechnical design requirements.
- Ministry of Energy and Mineral Resources Decree No. 1827 K/30/MEM/2018 on guidelines for good mining engineering practice.
- ASTM C1107 for packaged non-shrink hydraulic-cement grout and SNI 2052:2017 for concrete reinforcing steel.
- Product technical data sheets and the project's geotechnical investigation results.
FAQ (Frequently Asked Questions)
1. How do you choose soil nailing materials to suit the soil conditions?
Start with the investigation data: soil type, strength, groundwater level and corrosivity. Then choose the nail bar and its corrosion protection, non-shrink grout, shotcrete with wiremesh or fibers, and a drainage system that fits those conditions.
2. What materials are used in soil nailing?
Nail bars (deformed steel), grout, centralizers, shotcrete with wiremesh or fibers, a drainage system, and bearing plates with lock nuts. Geosynthetics can complement these for erosion control.
3. Why is non-shrink grout recommended for soil nailing?
Grout that shrinks opens a gap between the nail and the soil, which weakens the bond. Non-shrink grout keeps contact and gives the steel more consistent protection.
4. Are the materials different for clay and sandy soil?
Yes. Stiff clay generally calls for attention to drainage and nail length because its bond is lower, while loose sand calls for drilling and grout methods that anticipate hole collapse and grout loss.
5. What if the groundwater level is high?
Drainage becomes the priority, and the grout and execution method must withstand wet conditions. In saturated soil below the groundwater level, the feasibility of soil nailing needs to be re-evaluated by the geotechnical engineer.
6. Does soil nailing need extra corrosion protection?
For temporary structures, grout cover and sacrificial steel thickness are often enough. For permanent structures, especially in aggressive soil or water, layered protection such as a corrugated sheath or a protective coating is usually required.
7. Can fibers replace wiremesh in the facing?
It can be considered, but it depends on the design. Macro synthetic fibers help reduce cracking and speed up the work, but the facing capacity still has to be verified by the design engineer.
8. What soil nailing materials are available at APTEKINDO?
According to its official website, APTEKINDO supplies Sikagrout non-shrink grout, Sigunit shotcrete accelerators, Sikafiber Force fibers, ViscoCrete and Viscoflow admixtures, and steel and geosynthetic components. Contact the APTEKINDO team for availability and recommendations for your soil conditions.
Conclusion
Choosing soil nailing materials is a process that starts from the soil. Investigation data on soil type, strength, water and corrosivity determine the nail type, corrosion protection, grout, facing and drainage. Loose, saturated or aggressive conditions call for adjustments, while a permanent service life calls for stricter protection.
The right materials are not enough without proof. Pull-out tests, quality tests on grout and shotcrete, and slope monitoring make sure that decisions on paper actually work in the field.
Choose the Right Soil Nailing Materials With APTEKINDO
Preparing a soil nailing materials specification for your slope or excavation? The APTEKINDO team can help you discuss soil conditions, choose grout materials, shotcrete accelerators, fibers and reinforcement components, and carry out soil nailing, slope protection and injection grouting.
- Email: [email protected] and [email protected]
- Phone: 021-52920671
- WhatsApp: Contact via WhatsApp
- Address: Graha Surveyor Indonesia, 15th Floor, Suite 1503, Jl. Jend. Gatot Subroto Kav. 56, South Jakarta 12950
- More information: the APTEKINDO contact page



