Geophysical flows impacting a flexible barrier: effects of solid-fluid interaction

• Published in: Landslides 2018, Vol.15 (1), p.99-110
• Main Authors: Song, D., Choi, C. E., Ng, C. W. W., Zhou, G. G. D.
• Format: Article
• Language: English
• Subjects: Agriculture; Avalanches; Barriers; Centrifuges; Civil Engineering; Debris flow; Deformation; Deformation effects; Deformation mechanisms; Detritus; Duration; Earth and Environmental Science; Earth Sciences; Floods; Froude number; Geography; Geophysics; Impact loads; Landslides & mudslides; Load; Loads (forces); Natural Hazards; Original Paper; Piles; Pore water; Static loads
• ISSN: 1612-510X; 1612-5118
• DOI: 10.1007/s10346-017-0856-1

Flexible barriers undergo large deformation to extend the impact duration, and thereby reduce the impact load of geophysical flows. The performance of flexible barriers remains a crucial challenge because there currently lacks a comprehensive criterion for estimating impact load. In this study, a series of centrifuge tests were carried out to investigate different geophysical flow types impacting an instrumented flexible barrier. The geophysical flows modelled include covered in this study include flood, hyperconcentrated flow, debris flow, and dry debris avalanche. Results reveal that the relationship between the Froude number, Fr , and the pressure coefficient α strongly depends on the formation of static deposits called dead zones which induce static loads and whether a run-up or pile-up impact mechanism develops. Test results demonstrate that flexible barriers can attenuate peak impact loads of flood, hyperconcentrated flow, and debris flow by up to 50% compared to rigid barriers. Furthermore, flexible barriers attenuate the impact load of dry debris avalanche by enabling the dry debris to reach an active failure state through large deformation. Examination of the state of static debris deposits behind the barriers indicates that hyperconcentrated and debris flows are strongly influenced by whether excessive pore water pressures regulate the depositional process of particles during the impact process. This results in significant particle rearrangement and similar state of static debris behind rigid barrier and the deformed full-retention flexible barrier, and thus the static loads on both barriers converge.