Open access
Aug 2026
Evolution and hysteresis of K0 in granular soils under repeated loading: the role of particle shape
The coefficient of earth pressure at rest ( K 0 ) is a fundamental parameter in geotechnical analysis and design. Its evolution under repeated loading remains inadequately understood, particularly concerning the effects of particle shape. This study systematically investigates the combined influence of particle...
Kangle Zuo, Jun Yang
· Acta Geotechnica · 0 citations