Modelling the spatio-temporal evolution of a rainfall-induced retrogressive landslide in an unsaturated slope

S Cuomo, A Di Perna, M Martinelli - Engineering Geology, 2021 - Elsevier
Numerical modelling, particularly fully-coupled hydro-mechanical large-deformation models,
greatly helps in properly simulating the complex failure and post-failure mechanisms of …

MPM modelling of debris flow entrainment and interaction with an upstream flexible barrier

H Vicari, QA Tran, S Nordal, V Thakur - Landslides, 2022 - Springer
Flexible barriers may be installed upstream in debris flow channels to reduce entrainment of
bed material. Simulating both the entrainment and the impact on a barrier by the same …

Simulation of interactions between debris flow and check dams on three-dimensional terrain

HX Chen, J Li, SJ Feng, HY Gao, DM Zhang - Engineering Geology, 2019 - Elsevier
Debris flows are rapid gravity-driven flows of sediment-water mixture, which can be greatly
destructive due to its huge volume, high velocity and large impact force. Check dam is …

New impact equation using barrier Froude number for the design of dual rigid barriers against debris flows

CWW Ng, U Majeed, CE Choi, W De Silva - Landslides, 2021 - Springer
In the design of multiple rigid barriers, the height of the first barrier governs the impact
dynamics of debris flow on the next barrier in a channel. However, current design …

Physics of building vulnerability to debris flows, floods and earth flows

HY Luo, RL Fan, HJ Wang, LM Zhang - Engineering Geology, 2020 - Elsevier
Mass flows such as landslides and floods pose great risks to the built environment. In the
literature the assessment of the building vulnerability to these different mass flows is …

Process of building collapse caused by the Po Shan Road landslide in Hong Kong on 18 June 1972

HY Luo, LM Zhang, HJ Wang, J He - Landslides, 2021 - Springer
Abstract Urban areas in Hong Kong are often developed on hillside due to the lack of land
resources. The densely distributed buildings located on the hillslope are thus threatened by …

Finite element analysis for rockfall and debris flow mitigation works

JSH Kwan, EHY Sze, C Lam - Canadian Geotechnical Journal, 2019 - cdnsciencepub.com
Landslide risks arising from boulder falls and debris flows are commonly mitigated using
rigid and flexible barriers. Debris–barrier interaction is a complicated process, so current …

Progressive failure of buildings under landslide impact

HY Luo, LL Zhang, LM Zhang - Landslides, 2019 - Springer
Buildings are the most concerned element in landslide risk assessment. A weak link in
landslide risk analysis is the evaluation of building response and vulnerability when …

Slit structures: Fundamental mechanisms of mechanical trapping of granular flows

SR Goodwin, CE Choi - Computers and Geotechnics, 2020 - Elsevier
Slit-structures are rigid structures with one or more slits. To retard steep-creek hazards, slit-
structures are sometimes installed to reduce the peak discharge, as well as to mechanically …

Effects of particle shape on the cushioning mechanics of rock-filled gabions

Y Su, CE Choi - Acta Geotechnica, 2021 - Springer
Rock-filled gabions are commonly installed in front of reinforced concrete structures to
reduce concentrated impact loads induced by rock fall and boulders entrained in debris …