Article
Engineering, Geological
Dongri Song, Gordon G. D. Zhou, Xiao Qing Chen, Jie Li, Anli Wang, Peng Peng, Kai Xi Xue
Summary: The study proposes general equations for landslide debris impact and considers various factors influencing fluid flow and the movement of flexible barriers in the models. Comparison between model predictions and experimental results shows good agreement for the vertical jet model, while discrepancies with the momentum jump model mainly stem from inappropriate characterization of unsteady flow properties.
ENGINEERING GEOLOGY
(2021)
Article
Engineering, Geological
Lingping Wang, Dongri Song, Gordon G. D. Zhou, Xiao Qing Chen, Min Xu, Clarence E. Choi, Peng Peng
Summary: The multiple-barrier mitigation strategy is effective in inhibiting debris-flow entrainment and scale amplification. This study investigates the physical processes and load characteristics of debris-flow overflowing a model barrier. The results show that the increase in total load is dominated by the static load due to the elevated flow depth. The re-liquefaction of deposited debris plays a crucial role in downward momentum transfer.
Article
Engineering, Geological
Herve Vicari, Quoc Anh Tran, Steinar Nordal, Vikas Thakur
Summary: This study investigates the entrainment of bed material and the impact on flexible barriers in debris flow channels through simulation experiments. By introducing the Mohr-Coulomb softening model, two main mechanisms leading to entrainment are identified, and a different type of bed erosion is observed compared to existing models.
Article
Engineering, Geological
Herve Vicari, Charles W. W. Ng, Steinar Nordal, Vikas Thakur, W. A. Roanga K. De Silva, Haiming Liu, Clarence E. Choi
Summary: The destructive nature of debris flows is caused by flow bulking from entrainment of an erodible channel bed. Multiple flexible barriers are commonly installed to stop these flows along the predicted flow path. However, the effects of an erodible bed are often disregarded when designing barriers. This study conducted three unique experiments to investigate the impact of debris flows on single and dual flexible barriers installed in a channel with an erodible soil bed. The experiments showed that a smaller upstream flexible barrier can decrease bed entrainment by 70% and impact force on the terminal barrier by 94%. However, the overflowing debris from the deformed upstream barrier can result in a higher dynamic pressure coefficient than recommended in guidelines.
CANADIAN GEOTECHNICAL JOURNAL
(2022)
Article
Geosciences, Multidisciplinary
R. Brighenti, L. Spaggiari, A. Segalini, R. Savi, G. Capparelli
Summary: This study presents results of laboratory tests on the impact of simulated debris flows on physical barrier models. The experimental setup allowed for varying channel inclination and barrier geometry, with results compared to a simplified analytical model to assess prediction capability and safety design of deformable protection barriers.
Article
Environmental Sciences
Zhen Xiong, Xiao-Qing Chen, Jian-Gang Chen
Summary: Flexible net barriers can effectively mitigate debris flows as a control and mitigation countermeasure. The control and interception characteristics of flexible net barriers play a crucial role in engineering design. Factors such as flume slope, debris flow bulk density, net barrier interval, and relative volume are important in debris-flow flexible net barrier control and interception processes.
Article
Engineering, Marine
S. Michele, S. Zheng, D. Greaves
Summary: This study presents a theoretical model to investigate the hydrodynamics of a floating flexible circular wave energy converter. The research shows that plate elasticity increases the number of eigenfrequencies and has a positive effect on power output. The study also highlights the importance of extending theoretical studies and experimental investigations on flexible devices, which are considered the future of wave energy conversion technology.
Article
Engineering, Geological
C. W. W. Ng, Z. Li, Y. D. Wang, H. Liu, S. Poudyal, W. A. R. K. De Silva
Summary: A deflector is a structure that prevents debris flow from damaging downstream infrastructures and human lives. The interaction mechanism between debris flow and deflector has not been scientifically elucidated. Flume tests and numerical simulations were used to study the influence of deflector geometry on flow-deflector interaction and barrier height reduction. The optimal deflector configuration has a projected length of LP/h0 = 1.0 and angles of 0 degrees and 45 degrees. Installing a deflector reduces the barrier height by up to 50% while preventing overspilling when HB/h0 < 4.7.
ENGINEERING GEOLOGY
(2023)
Article
Engineering, Geological
H. W. K. Lam, E. H. Y. Sze, E. K. L. Wong, S. Poudyal, C. W. W. Ng, S. L. Chan, C. E. Choi
Summary: The use of steel flexible barriers has become common in Hong Kong to mitigate the risk of landslides on natural hillsides. The current design approach involves predicting dynamic impact forces using hydrodynamic load models and analyzing the structural response using numerical programs. A study was conducted to evaluate the dynamic pressure coefficient and verify the current design approach through physical impact tests and numerical analyses. The results suggest that a dynamic pressure coefficient of 1.0 is generally appropriate for design purposes when the debris consists primarily of water and fine-grained particles.
CANADIAN GEOTECHNICAL JOURNAL
(2022)
Article
Geosciences, Multidisciplinary
Charles W. W. Ng, Min Zheng, Haiming Liu, Sunil Poudyal
Summary: This study investigates the impact of bed sediment hydrophobicity on entrainment by debris flows and the resulting impact force on downstream barriers. The results show that a hydrophobic bed is more susceptible to erosion by debris flows and produces a greater impact force on barriers compared to a wettable bed. The findings suggest that current design criteria for debris resisting barriers may be inadequate and further research is needed.
JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE
(2022)
Article
Forestry
Lei Zhao, Lijun Zhang, Zhixiang Yu, Xin Qi, Hu Xu, Yifan Zhang
Summary: This article presents a case study of a landslide near a tunnel entrance in China, where the landslide debris was successfully intercepted by a flexible barrier originally installed to stop rockfalls. Through field investigation and numerical analysis, it was found that the flexible barrier had sufficient energy capacity to withstand the impact of the landslide, and it effectively dissipated a significant portion of the energy.
Article
Engineering, Geological
Yiding Bao, Lijun Su, Jianping Chen, Chonglei Zhang, Bo Zhao, Weifeng Zhang, Jianqiang Zhang, Bingli Hu, Xudong Zhang
Summary: This paper proposes an integrated three-dimensional numerical approach to quantitatively assess the dynamic process of a debris flow and its interaction with a check dam considering check dam damage. The approach combines the SPH-FDEM method to simulate debris flows and structural check dams. The simulation results show the scale and characteristics of the debris flow and the damage to the check dam, greatly expanding the applicability of debris flow numerical models.
Article
Engineering, Geological
Yiding Bao, Lijun Su, Jianping Chen, Chonglei Zhang, Bo Zhao, Weifeng Zhang, Jianqiang Zhang, Bingli Hu, Xudong Zhang
Summary: This study proposes a novel three-dimensional numerical approach to quantitatively assess the dynamic process of a debris flow and its interaction with a check dam considering check dam damage. The numerical simulation results show that the approach can accurately predict the scale of the debris flow and clearly observe the process of check dam damage.
Article
Multidisciplinary Sciences
Caio Eadi Stringari, Pedro Veras Guimaraes, Jean-Francois Filipot, Fabien Leckler, Rui Duarte
Summary: Wave breaking is a crucial process for energy dissipation in the ocean, but a proper understanding is lacking due to limited observational field data. A novel machine learning method is introduced in this study to detect active wave breaking with a high classification accuracy score of approximately 90%. The method can be used for statistical description of breaking wave properties.
SCIENTIFIC REPORTS
(2021)
Article
Engineering, Geological
Shin-Kyu Choi, Joon-Young Park, Deuk-Hwan Lee, Seung-Rae Lee, Yun-Tae Kim, Tae-Hyuk Kwon
Summary: Debris flows are hazardous due to their fast flow velocity and large impact force. Construction of debris-flow barriers is a common mitigation measure, but the interactions between debris flows and barriers are not well understood. This study found that barrier placement closer to the initiation point can effectively reduce debris flow volume and velocity, especially in cases with long flow paths.
Article
Engineering, Geological
Yifei Cui, Deqiang Cheng, Clarence E. Choi, Wen Jin, Yu Lei, Jeffrey S. Kargel
Article
Engineering, Chemical
Hong-Wei Yang, Sergio D. N. Lourenco, Beatrice A. Baudet, Clarence E. Choi, Charles W. W. Ng
Article
Engineering, Geological
Clarence Edward Choi, Charles Wang Wai Ng, Haiming Liu, Yu Wang
CANADIAN GEOTECHNICAL JOURNAL
(2020)
Article
Environmental Sciences
Gordon G. D. Zhou, Chen Lei-lei, Mu Qing-yi, Kahlil Fredrick E. Cui, Song Dong-ri
JOURNAL OF MOUNTAIN SCIENCE
(2019)
Article
Engineering, Geological
Gordon G. D. Zhou, Junhan Du, Dongri Song, Clarence E. Choi, H. S. Hu, Chenghua Jiang
Article
Computer Science, Interdisciplinary Applications
S. R. Goodwin, C. E. Choi
COMPUTERS AND GEOTECHNICS
(2020)
Article
Computer Science, Interdisciplinary Applications
C. W. W. Ng, C. Wang, C. E. Choi, W. A. R. K. De Silva, S. Poudyal
COMPUTERS AND GEOTECHNICS
(2020)
Article
Geochemistry & Geophysics
Gordon G. D. Zhou, Kahlil F. E. Cui, Lu Jing, Tao Zhao, Dongri Song, Yu Huang
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH
(2020)
Article
Materials Science, Multidisciplinary
D. Song, G. G. D. Zhou, Q. Chen
Summary: Based on controlled debris flow model tests, it was found that flow resistance can be well described by a visco-collisional scaling relationship, excluding the Coulomb frictional component. The interaction between solid and fluid in the dilute range facilitates a quick rebalance against gravity driven force in transient flow conditions. Finally, a heuristic model is proposed to unify flow resistance for both dense and dilute debris flows.
Article
Engineering, Geological
Lingping Wang, Dongri Song, Gordon G. D. Zhou, Xiao Qing Chen, Min Xu, Clarence E. Choi, Peng Peng
Summary: The multiple-barrier mitigation strategy is effective in inhibiting debris-flow entrainment and scale amplification. This study investigates the physical processes and load characteristics of debris-flow overflowing a model barrier. The results show that the increase in total load is dominated by the static load due to the elevated flow depth. The re-liquefaction of deposited debris plays a crucial role in downward momentum transfer.
Article
Geosciences, Multidisciplinary
Qian Chen, Dongri Song, Xiaoqing Chen, Wei Zhong
Summary: This study investigates the mechanisms and sources of flow resistance in debris flow through a systematic analysis of field observation data from 93 debris-flow events in Jiangjia Ravine, Yunnan Province, China. It is found that the fluid viscous effect and particle collisions are the main sources of flow resistance in liquefied flows. By incorporating these physical mechanisms into Manning's formula, a modified Manning's coefficient is derived, which provides a more reasonable basis for mobility analysis and risk assessment of debris flow.
JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE
(2023)
Article
Environmental Sciences
Han-qing Guo, Xiao-qing Chen, Dong-ri Song, Qing-yi Mu, Hamed Sadeghi, Hao Jiang, Ming Lv
Summary: The thickness of shallow landslides is generally less than 2 m, which is similar to the growth range of vegetation roots. Vegetation roots enhance the stability of shallow soil through mechanical and hydraulic effects. The study investigates the relationship between solar radiation and soil suction, as well as the effects of fine roots on suction distribution.
JOURNAL OF MOUNTAIN SCIENCE
(2023)
Article
Environmental Sciences
Jing-yi Chen, Xiao-qing Chen, Dong-ri Song, Ming Lv, Han-qing Guo, Hamed Sadeghi
Summary: The simple-shear condition is more realistic than the direct-shear condition for simulating the mechanical behavior of vegetated soil slope under shallow failure. However, there is still insufficient study on the simple-shear characteristics of vegetated slopes, and there is a lack of intuitive comparison between these two shear conditions. This study conducted large-scale simple-shear and direct-shear experiments on soil permeated by roots to investigate the shear strength and stiffness.
JOURNAL OF MOUNTAIN SCIENCE
(2023)
Article
Mechanics
Kahlil F. E. Cui, Gordon G. D. Zhou, Lu Jing, Xiaoqing Chen, Dongri Song