Related Experiment Video
Updated: Apr 15, 2026

05:38
Production and Analysis of Sporosarcina pasteurii Biocement Bricks Using Custom 3D-Printed Molds for Unconfined Compression Tests
Published on: March 7, 2025
1.5K
Optimizing the Utilization Rate and Performance of 3D-Printed Mortar with Dual-Size Recycled Sand
Jie Huang1, Xinjie Wang2, Quanbin Shi1
1School of Urban and Rural Construction, Taizhou Polytechnic College, Taizhou 225300, China.
Materials (Basel, Switzerland)
|April 14, 2026
Summary
This study optimized recycled sand (RS) for 3D printing by blending fine (RS01) and coarse (RS12) particles. A 75% RS01 and 25% RS12 mix maximized RS utilization and improved mechanical properties.
Area of Science:
- Materials Science
- Additive Manufacturing
- Sustainable Construction
Background:
- Recycled sand (RS) presents challenges in 3D printing due to variable properties.
- Optimizing RS particle size distribution is crucial for enhancing its use in construction materials.
Purpose of the Study:
- To investigate the impact of different recycled sand (RS) particle size fractions on 3D printability and mechanical performance.
- To determine the optimal RS incorporation ratio for maximizing utilization and material properties in extrusion-based 3D printing.
Main Methods:
- Material balance method for RS utilization rate calculation.
- Scanning electron microscopy (SEM) and Vickers microhardness testing for microstructural analysis.
- Bidirectional buildability tests to assess printability.
Main Results:
- Maximum RS utilization rate of 84.3% achieved with a 75% RS01 (0.075-1.18 mm) and 25% RS12 (1.18-2.36 mm) mixture.
- Optimized mixture showed improved buildability (tilt angles 7.6°/7.2°) and enhanced mechanical properties: 36.5% compressive strength, 40.7% flexural strength.
- Reduced interfacial transition zone width (46 µm) observed in the optimized mixture.
Conclusions:
- Blending specific particle size fractions of RS significantly improves its utilization and mechanical properties in 3D printing.
- The optimized mixture (75% RS01, 25% RS12) offers a viable solution for sustainable construction materials using 3D printing.
- Particle size engineering of RS is key to achieving high performance in additive manufacturing applications.
Related Concept Videos
Design Example: Aggregate Gradation
423
The right type and quality of aggregates are crucial for concrete as they significantly influence its properties, mix proportions, and cost-effectiveness. If different sources are available for sand, the commonly used fine aggregate in concrete, the selection of sand is primarily based on its gradation.
The grading, or particle-size distribution, of sand is determined using sieve analysis, with standard sizes ranging from 150 μm to 10 mm (ASTM No. 100 sieve to 3⁄8 in. sieve). Sand is...
The grading, or particle-size distribution, of sand is determined using sieve analysis, with standard sizes ranging from 150 μm to 10 mm (ASTM No. 100 sieve to 3⁄8 in. sieve). Sand is...
423
Mortar Properties
623
Mortar properties encompass a range of characteristics crucial for construction and masonry work, including workability, water retention, bond strength, durability, compressive strength, volume change, and appearance. Workability refers to mortar's ability to be easily applied and manipulated without sagging or falling off surfaces, which is important for efficient masonry unit placement and alignment. Water retention is essential to prevent the mortar from losing moisture too quickly to...
623
Mortar
797
Mortar, a mixture of Portland cement, hydrated lime, sand, and water, is a crucial binding material in construction. Its primary function is to join masonry units together, filling gaps and ensuring a uniform distribution of weight across the structure. This helps in preventing potential weaknesses. Mortar also serves as a protective barrier against environmental elements such as water and wind, thereby safeguarding the interior of the structure. It also compensates for surface irregularities...
797
Deleterious Substances in Aggregate
798
Deleterious substances in aggregates can be detrimental to the quality and durability of concrete. These substances include organic impurities like loam, which interfere with cement hydration and are usually present in the sand. These prevent a good bond between aggregate and cement paste. Organic impurities can be detected using the colorimetric test, where the darkness of a solution after agitation indicates the level of organic content.
Another type of impurity is clay and fine material that...
Another type of impurity is clay and fine material that...
798
Pore Size Distribution
634
In concrete, the pore size distribution significantly influences the material's properties. Capillary pores, markedly larger than gel pores, form a vast network within partially hydrated cement paste, reducing the concrete's strength and increasing its permeability. This heightened permeability leads to a greater risk of damage from environmental factors like freeze-thaw cycles and chemical attacks, with the extent of vulnerability also being tied to the water-to-cement ratio.
Adequate...
Adequate...
634
Strength of Cement
814
Strength tests for cement are not performed directly on neat cement paste due to difficulty in obtaining consistent, reliable specimens. Instead, cement is typically tested in the form of cement-sand mortar.
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
814

