Study of Cementitious Materials used in Residential Building Construction by 3D Printing Technology

Authors

  • ณัฐฐา ศรีพัฒโนทัย มหาวิทยาลัยเกษตรศาสตร์ บางเขน
  • จิตรณัฏฐา คงยก มหาวิทยาลัยเกษตรศาสตร์ บางเขน
  • ภัทรพล ชัยมัธยมผล มหาวิทยาลัยเกษตรศาสตร์ บางเขน
  • กิจพัฒน์ ภู่วรวรรณ มหาวิทยาลัยเกษตรศาสตร์ บางเขน

Keywords:

3D Printing, Sustainable Materials, Soil-based Construction Materials, Cement, Compressive Strength

Abstract

This article investigates suitable mixtures for use in 3D printing technology, with the goal of reducing the usage of cement, which is a major contributor to carbon dioxide emissions, and promoting environmentally responsible construction. The mixtures are primarily composed of soil combined with cement. Four types of soil were examined: clay, sandy clay, sand, and silt. Each soil type was used to create combinations with soil proportions of 60%, 70%, and 80%, respectively. The mechanical properties of the materials were tested in fresh and hardened states using cube specimens with dimensions of 50×50×50 mm. The compressive strength at 28 days was evaluated, with the target strength being greater than 80 ksc. Additionally, the mixtures had to be appropriate for extrusion through the nozzle of a 3D printer. The study also investigated internal reinforcement structures within beams to determine their impact on load-bearing capacity. The results indicate that mixtures containing 60% sandy clay or silt met the required compressive strength criteria and had mechanical qualities suitable for use as a 3D printer mixture.

Published

2025-06-25

How to Cite

[1]
ศรีพัฒโนทัย ณ., คงยก จ., ชัยมัธยมผล ภ., and ภู่วรวรรณ ก., “Study of Cementitious Materials used in Residential Building Construction by 3D Printing Technology”, Thai NCCE Conf 30, vol. 30, p. STR-19, Jun. 2025.

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