Summary

This paper investigates the response properties of structures built on lunar regolith using static and cyclic triaxial compression tests and shaking table experiments. The study utilizes the regolith simulant FJS-1 and highlights the mechanical behavior of lunar regolith under dynamic loads. This paper investigates the mechanical properties of lunar regolith simulant FJS-1 through static and cyclic triaxial compression tests, as well as shaking table experiments. The simulant's response to seismic disturbances and its behavior under varying confining pressures and loading frequencies are analyzed. The study compares the simulant's dynamic deformation characteristics with Earth soils. This paper investigates the dynamic response properties of structures built on lunar regolith simulant, focusing on shaking table tests and Fourier amplitude ratios. It compares different foundation types and analyzes the effects of input amplitude and frequency on ground response. Y. Miyamoto et al. DOI: 10.4236/ojer.2024.131002 39 Open Journal of Earthquake Research factors increased. In contrast, the buried foundation showcased notably reduced response. Moreover, within the pile foundation, larger i

Methods and applications