Mechanical properties of Afghan vault integral structures based on simulated lunar soil
1 Key Laboratory of C & PC Structures of Ministry of Education, National Prestress Engineering Research Center, Southeast University, Nanjing 211189, China
2 Department of Architecture & Architectural Engineering, Kyoto University, Kyoto 615-8540, Japan
3 CUCDE Environmental Technology Co.,Ltd., Beijing 100032, China
  • Volume
  • Citation
    Zhang Q, Chen H, Zhang J, Qu Y, Kim S, et al. Mechanical properties of Afghan vault integral structures based on simulated lunar soil. Smart Constr. 2026(1):0004, https://doi.org/10.55092/sc20260004. 
  • DOI
    10.55092/sc20260004
  • Copyright
    Copyright2026 by the authors. Published by ELSP.
Abstract

In-situ construction technology refers to the direct use of indigenous resources of celestial bodies for construction and production activities in space exploration activities. Focusing on in-situ construction technology aims to improve the sustainability and cost efficiency of lunar missions by utilizing lunar indigenous resources. The research methodology involved sintering experiments using simulated lunar soil, where cubic specimens (40 mm × 40 mm × 40 mm) were prepared based on material similarity analysis. Based on differences in pressure and temperature, three distinct sintering conditions were designed for the experiments. The experimental results yielded essential material properties, including density, compressive strength, and shrinkage rate. Based on these mechanical properties and the characteristics of mortarless masonry, a self-locking Afghan vault structure was developed. Designed as an external shielding shell to protect internal inflatable habitats from radiation and meteorites, this structure functions under unpressurized conditions. Finite element analysis was employed to develop a parametric model of the Afghan vault structure, enabling comprehensive evaluation of its mechanical properties under both static and dynamic loading conditions. The study specifically analyzed the optimal construction angles under two different loading conditions: self-weight load and typical seismic load. Analysis revealed that structural stability was optimized at inclination angles of α = 30° and θ = 80° for these respective conditions. These research advancements have laid a theoretical foundation for the practical application of Afghan vault structures in lunar construction engineering.

Keywords

in-situ construction; simulated lunar soil; Afghan vault structure; high temperature sintering; Mortarless masonry

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