Shear behavior and centrifuge seismic modeling of a sustainable corbel dwelling with interlocking blocks
Humanity faces the challenge of addressing the growing demand for affordable and resilient housing. This paper builds on recent advances that enabled the sustainable fabrication of customized interlocking Compressed Earth Blocks (CEBs) for a sustainable dwelling in low-resource settings. Specifically, this work aims to evaluate the mechanical performance of the system through a comprehensive experimental campaign, including uniaxial compression, four-point bending, pushout shear, and friction tests. These tests characterized the material and interfacial behavior of both full-scale CEBs and scaled additively manufactured (3D-printed) physical models. Then, the seismic performance of a corbelled dome-like structure was investigated through centrifuge shake table testing at the ETH Zurich (ETHZ) Geotechnical Centrifuge Center (GCC) for a possible implementation site in Uganda. A key innovation of this work is the use of additive manufacturing to produce scaled CEB units for centrifuge-based seismic modeling. The results demonstrate that the interlocking geometry provides significant shear resistance, and the scaled models effectively replicate the mechanical behavior of full-scale systems. The additively manufactured models of the CEB blocks show similar interlocking and friction properties. The centrifuge shake table test shows that the tested model survived earthquakes stronger than the design level in Uganda. There were some minor residual deformations due to sliding between the interlocking blocks, mainly related to tolerances. However, these residual deformations would not jeopardize the structural integrity of the dwelling, thus making it resilient. • Comprehensive testing (compression, bending, shear, friction) of interlocking CEBs. • Additively manufactured models accurately replicate full-scale CEB behavior. • Shake table tests show dome survives earthquakes above Ugandan design limit. • Minor block sliding does not impair structural integrity or resilience.
Authors
- Michalis F. Vassiliou (ORCID: https://orcid.org/0000-0002-4590-2126)
- Ioannis Anastasopoulos (ORCID: https://orcid.org/0000-0002-8908-4591)
- Medhat Elmorsy (ORCID: https://orcid.org/0000-0002-2076-904X)
- Liam Jones (ORCID: https://orcid.org/0000-0002-2509-8660)
- Kristina Shea (ORCID: https://orcid.org/0000-0003-3921-2214)
- Yu Zhang
- Dimitra Adamopoulou
Institutions
- National Technical University of Athens (GR)
- University of Cambridge (GB)
- ETH Zurich (CH)
- Institute for Biomedical Engineering (CH)
Publication Details
- Journal
- Construction and Building Materials
- Published
- 2026-02-16
- DOI
- https://doi.org/10.1016/j.conbuildmat.2026.145553
- Primary Topic
- Hygrothermal properties of building materials
- Type
- article
- Field-Weighted Citation Impact
- 0.00