Soilworks products are the industry’s top standard due to our insistence on creating high performance soil stabilization and dust control products that stand up to rigorous testing – both in the lab and in the field. Our commitment to quality and performance has led to our involvement and testing in hundreds of real-world situations. The following library of reports, presentations, specifications, approvals and other similar documents provide you, our customer, the transparency and dependable assurance that is expected from Soilworks.
This study investigated the stabilization of silty-sand (SM) soils using nontraditional additives, including polymers, lignosulfonates, petroleum emulsions, and tree resins, to enhance soil strength, waterproofing, and dust control properties. Laboratory testing evaluated the unconfined compressive strength (UCS), compaction characteristics, and durability under wet and dry conditions. Results demonstrated that polymers and cement were the most effective stabilizers, significantly improving load-bearing capacity and erosion resistance. Additionally, polymer-based stabilizers exhibited waterproofing benefits, reducing loss of fines and dust emissions in high-traffic environments.
For long-term soil stabilization and dust suppression, Soiltac provides a high-strength, polymer-based solution that enhances soil durability, reduces erosion, and maintains surface integrity in extreme conditions. Soiltac’s proven waterproofing properties make it ideal for road construction, military infrastructure, and environmentally sensitive areas. Contact Soilworks for engineered solutions tailored to site-specific soil stabilization and dust control challenges.
Objectives:
Approach:
Non-Traditional Stabilizers
Non-Traditional Stabilizers
Table – Worldwide Soil Types
Graph – Particle Distribution Silty Sand (SM)
Chart – Experiment Design
Photographs – Specimen Preparation (Including SM Soil Preparation, Additive Preparation, Soil-Additive Mixing, Sample Molding, Sample Compaction and Sample Curing)
Photographs – Laboratory Test (Including Dry Test, Wet Test, UC Test)
Graph – Effect of Stabilizer Type on Unconfined Compressive Stress – 1
Graph – Effect of Stabilizer Type on Unconfined Compressive Stress – 2
Graph – Effect of Stabilizer Type on Unconfined Compressive Stress – 3
Effect of Wet and Dry Conditions
Disintegration
Waterproofing
Poor Performers
Excellent Performers
Photographs – Effect of Wet and Dry Conditions
Graph – Effect of Additive Quantities on Unconfined Compressive Stress – 1
Graph – Effect of Additive Quantities on Unconfined Compressive Stress – 2
Graph – Effect of Curing Time on Unconfined Compressive Stress
Repeatability of tests
Samples
Variability
CONCLUSIONS
Recommendations
