TY - JOUR
T1 - Additive manufacturing for vernacular architecture using local earthen soil and bio-waste materials
AU - Yousaf, Arslan
AU - Al Rashid, Ans
AU - Koç, Muammer
N1 - Publisher Copyright:
© 2025 The Authors
PY - 2025/12/1
Y1 - 2025/12/1
N2 - The construction industry heavily relies on ordinary portland cement (OPC), contributing significantly to global carbon emissions while offering poor thermal insulation. Despite growing interest in sustainable construction, limited studies have explored the integration of 3D printing (3DP) with locally sourced, fiber-reinforced earthen materials for culturally resonant vernacular architecture. This study addresses this gap by evaluating the 3D printability and design adaptability of local earthen soil reinforced with 0–4.5 wt% date palm fibers. Rheological characterization showed that increasing fiber content improved shear strength from 18 to 40 kPa, plastic viscosity from 25 to 38 Pa·s, and open time from 70 to 150 min. Optimal extrudability was achieved at 3 wt% fiber concentration. However, buildability declined with increasing nozzle diameter, fiber content, and structural diameter. Mechanical testing revealed a maximum compressive strength of 7.7 MPa for mold-casted samples and 6.8 MPa for 3D-printed samples after 28 days. Based on these results, the optimum composition was used to study 3DP design flexibility. Geometrical optimization identified the ideal dome shape at a wall thickness ratio (tb/th) and dome height-to-base width ratio (hd/bd) of 1.0. The gyroid infill pattern demonstrated the best balance between print time of 4.76 min., material usage of 9.4 g, and energy consumption of 0.24 Wh. Door and window designs with curvature angles of 90° and sizes of 10 × 10 mm were also optimized to enhance natural ventilation and lighting. These findings enabled the successful 3DP of a 200 mm × 200 mm interconnected 3-dome structure, showcasing a viable pathway for sustainable, climate-adaptive vernacular housing.
AB - The construction industry heavily relies on ordinary portland cement (OPC), contributing significantly to global carbon emissions while offering poor thermal insulation. Despite growing interest in sustainable construction, limited studies have explored the integration of 3D printing (3DP) with locally sourced, fiber-reinforced earthen materials for culturally resonant vernacular architecture. This study addresses this gap by evaluating the 3D printability and design adaptability of local earthen soil reinforced with 0–4.5 wt% date palm fibers. Rheological characterization showed that increasing fiber content improved shear strength from 18 to 40 kPa, plastic viscosity from 25 to 38 Pa·s, and open time from 70 to 150 min. Optimal extrudability was achieved at 3 wt% fiber concentration. However, buildability declined with increasing nozzle diameter, fiber content, and structural diameter. Mechanical testing revealed a maximum compressive strength of 7.7 MPa for mold-casted samples and 6.8 MPa for 3D-printed samples after 28 days. Based on these results, the optimum composition was used to study 3DP design flexibility. Geometrical optimization identified the ideal dome shape at a wall thickness ratio (tb/th) and dome height-to-base width ratio (hd/bd) of 1.0. The gyroid infill pattern demonstrated the best balance between print time of 4.76 min., material usage of 9.4 g, and energy consumption of 0.24 Wh. Door and window designs with curvature angles of 90° and sizes of 10 × 10 mm were also optimized to enhance natural ventilation and lighting. These findings enabled the successful 3DP of a 200 mm × 200 mm interconnected 3-dome structure, showcasing a viable pathway for sustainable, climate-adaptive vernacular housing.
KW - 3D Printing
KW - Date palm fiber
KW - Earthen soil
KW - Rheology
KW - Sustainable materials
KW - Vernacular architecture
UR - https://www.scopus.com/pages/publications/105015382388
U2 - 10.1016/j.engstruct.2025.121321
DO - 10.1016/j.engstruct.2025.121321
M3 - Article
AN - SCOPUS:105015382388
SN - 0141-0296
VL - 344
JO - Engineering Structures
JF - Engineering Structures
M1 - 121321
ER -