Articles | Volume 14, issue 5
https://doi.org/10.5194/nhess-14-1269-2014
© Author(s) 2014. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/nhess-14-1269-2014
© Author(s) 2014. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Research article
| 
23 May 2014
Research article |
| 23 May 2014
Real-scale investigation of the kinematic response of a rockfall protection embankment
S. Lambert
Irstea, UR ETGR, 2 rue de la papeterie, 38402 St-Martin d'Hères, France
A. Heymann
Irstea, UR ETGR, 2 rue de la papeterie, 38402 St-Martin d'Hères, France
3SR, UJF-INPG-CNRS-UMR5521, DU Grenoble Universités, 38041, currently, FNTP, 3 rue de Berri – 75008 Paris, France
Razel Society, Groupe Fayat, 3 rue René Razel, Christ de Saclay, 91892 Orsay Cedex, France
P. Gotteland
3SR, UJF-INPG-CNRS-UMR5521, DU Grenoble Universités, 38041, currently, FNTP, 3 rue de Berri – 75008 Paris, France
F. Nicot
Irstea, UR ETGR, 2 rue de la papeterie, 38402 St-Martin d'Hères, France
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Cited
42 citations as recorded by crossref.
- Dynamic analysis of rockfall impact on a protective structure via FEM-DEM coupling D. Su et al. 10.1007/s11069-023-06183-8
- Comparison of Cushioning Mechanisms between Cellular Glass and Gabions Subjected to Successive Boulder Impacts C. Ng et al. 10.1061/(ASCE)GT.1943-5606.0001922
- Performance of ethylene-vinyl acetate foam as cushioning material for rigid debris-resisting barriers C. Lam et al. 10.1007/s10346-018-0987-z
- Deformation Behavior and Damage Assessment of Ground Reinforced Embankments Impacted by Multiple Medium-Energy Rockfalls L. Xiao et al. 10.1007/s00603-023-03497-8
- Dynamic response of rock sheds to successive rockfall impacts using lightweight expanded clay aggregate (LECA) cushions: An experimental and numerical study H. Meree et al. 10.1016/j.ijimpeng.2024.105043
- Eco-friendly recycled crushed glass for cushioning boulder impacts Y. Su et al. 10.1139/cgj-2018-0200
- Study on mechanical behavior of rockfall impacts on a shed slab based on experiment and SPH–FEM coupled method H. Zhong et al. 10.1016/j.istruc.2021.05.021
- Safety Risk Analysis of a New Design of Basalt Fiber Gabion Slope Based on Improved 3D Discrete Element Method and Monitoring Data J. Dai et al. 10.3390/s22103645
- Rockfall protection wall that can withstand multiple strikes without needing to be repaired J. Perera & N. Lam 10.1016/j.ijimpeng.2022.104476
- Deformation Resistance of Prestressed Geosynthetics-Reinforced Soil Wall with a Buffer Layer Subjected to Impact of Rockfall S. Ma et al. 10.1142/S0219455423500591
- Effects of particle shape on the cushioning mechanics of rock-filled gabions Y. Su & C. Choi 10.1007/s11440-020-01080-x
- Experimental and Analytical Investigation of a RC Wall with a Gabion Cushion Subjected to Boulder Impact J. Perera et al. 10.1016/j.ijimpeng.2021.103823
- A CASE STUDY: COST-BENEFIT AND RISK ANALYSES OF GABION WALL FOR ROCKFALL PROTECTION METHOD IN BOZKIR, TURKEY B. Fidan et al. 10.36306/konjes.1510650
- Effects of rockfall shape on deformation performance of ground reinforced embankments subjected to lateral impact L. Xiao et al. 10.1016/j.geotexmem.2024.04.009
- Large-scale successive boulder impacts on a rigid barrier shielded by gabions C. Ng et al. 10.1139/cgj-2016-0073
- Deformation, resistance characteristics, and scale effects of rockfall protection soil embankments under static loading Y. Oguri et al. 10.1016/j.sandf.2025.101634
- Efficiency assessment of existing rockfall protection embankments based on an impact strength criterion S. Lambert & B. Kister 10.1016/j.enggeo.2018.06.008
- A Method to Compute the Ultimate Displacements in Reinforced Earth Rockfall Protection Embankments: A Perspective for the Design S. Vigna et al. 10.1007/s00603-025-04801-4
- Design and optimisation of a protective device for bridge piers against debris flow impact S. Yan et al. 10.1007/s10064-020-01793-z
- Seismic rockfall risk assessments and mitigation strategies for transportation infrastructure in high-risk regions K. Eze et al. 10.1007/s44288-025-00182-x
- Full-scale experiment and numerical studies on vertical impact characteristics of reinforced embankment B. Chen et al. 10.1016/j.geotexmem.2025.08.009
- A New Design Tool for Rockfall Risk Mitigation by Geosynthetic-Reinforced Embankments G. Dattola et al. 10.1007/s00603-024-04313-7
- An experimental investigation of the response of slender protective structures to rockfall impacts S. Lambert et al. 10.1139/cgj-2019-0147
- New light-weight concrete foam to absorb debris-flow-entrained boulder impact: Large-scale pendulum modelling Y. Su et al. 10.1016/j.enggeo.2020.105724
- Numerical Simulation of Rockfall Protection Embankments in Natural Soil S. Vigna et al. 10.3390/geosciences13120368
- FRACTURE BEHAVIOR OF ROCKFALL PROTECTION SOIL EMBANKMENT WITH SANDY SOIL UNDER IMPACT AND STATIC LOADING A. KIMURA et al. 10.2208/jscejj.23-00253
- Influence of rock shape on rockfall trajectory and hazard analyses: Design of protective measures for a Himalayan slope in India S. Kundu & R. Bhowmik 10.1007/s12040-025-02519-z
- Environment-Friendly Recycled Concrete Aggregates to Attenuate Successive Rockfall Impacts: Large-Scale Field Modelling Y. Su et al. 10.2139/ssrn.4136985
- Towards realistic simulations of the impact dynamics of boulders on rock-filled gabion: Combined effects of rock shapes and their crushing strength Y. Su et al. 10.1016/j.enggeo.2021.106026
- Discrete element modeling of rock-filled gabions under successive boulder impacts G. Yang et al. 10.1016/j.compgeo.2024.106092
- Experimental and Numerical Investigations of Reinforced Soil Wall Subjected to Impact Loading L. Lu et al. 10.1007/s00603-021-02579-9
- Economical Recycled Concrete Aggregates to Attenuate Successive Rockfall Impacts: Large-Scale Field Modeling Y. Su et al. 10.1007/s00603-023-03423-y
- Semi-Automatic Determination of Rockfall Trajectories A. Volkwein & J. Klette 10.3390/s141018187
- Theoretical study of rockfall impacts based on logistic curves Z. Guangcheng et al. 10.1016/j.ijrmms.2015.06.001
- The effects of gravel cushion particle size and thickness on the coefficient of restitution in rockfall impacts C. Zhu et al. 10.5194/nhess-18-1811-2018
- Effects of particle size and cushioning thickness on the performance of rock-filled gabions used in protection against boulder impact Y. Su et al. 10.1139/cgj-2017-0370
- A multi-parametric model for calculating the impact force exerted on cantilevered structures due to the collision of boulder within debris flow Y. Chaoping et al. 10.1007/s10064-025-04407-8
- Extremely Energetic Rockfalls F. De Blasio et al. 10.1029/2017JF004327
- Experimental and Numerical Impact Responses of an Innovative Rockfall Protection Structure Made of Articulated Concrete Blocks A. Furet et al. 10.1007/s00603-022-02957-x
- Gabions: evaluation of potential as low-cost roadside barriers G. Amato et al. 10.1080/13588265.2014.949038
- Numerical investigation of ground reinforced embankments: Structural geometry design L. Xiao et al. 10.1016/j.geotexmem.2025.01.006
- Performance assessment of a protection embankment designed for a rockfall-prone slope along lesser Himalayas of Jammu and Kashmir, India S. Maheshwari & R. Bhowmik 10.1007/s11069-024-06959-6
42 citations as recorded by crossref.
- Dynamic analysis of rockfall impact on a protective structure via FEM-DEM coupling D. Su et al. 10.1007/s11069-023-06183-8
- Comparison of Cushioning Mechanisms between Cellular Glass and Gabions Subjected to Successive Boulder Impacts C. Ng et al. 10.1061/(ASCE)GT.1943-5606.0001922
- Performance of ethylene-vinyl acetate foam as cushioning material for rigid debris-resisting barriers C. Lam et al. 10.1007/s10346-018-0987-z
- Deformation Behavior and Damage Assessment of Ground Reinforced Embankments Impacted by Multiple Medium-Energy Rockfalls L. Xiao et al. 10.1007/s00603-023-03497-8
- Dynamic response of rock sheds to successive rockfall impacts using lightweight expanded clay aggregate (LECA) cushions: An experimental and numerical study H. Meree et al. 10.1016/j.ijimpeng.2024.105043
- Eco-friendly recycled crushed glass for cushioning boulder impacts Y. Su et al. 10.1139/cgj-2018-0200
- Study on mechanical behavior of rockfall impacts on a shed slab based on experiment and SPH–FEM coupled method H. Zhong et al. 10.1016/j.istruc.2021.05.021
- Safety Risk Analysis of a New Design of Basalt Fiber Gabion Slope Based on Improved 3D Discrete Element Method and Monitoring Data J. Dai et al. 10.3390/s22103645
- Rockfall protection wall that can withstand multiple strikes without needing to be repaired J. Perera & N. Lam 10.1016/j.ijimpeng.2022.104476
- Deformation Resistance of Prestressed Geosynthetics-Reinforced Soil Wall with a Buffer Layer Subjected to Impact of Rockfall S. Ma et al. 10.1142/S0219455423500591
- Effects of particle shape on the cushioning mechanics of rock-filled gabions Y. Su & C. Choi 10.1007/s11440-020-01080-x
- Experimental and Analytical Investigation of a RC Wall with a Gabion Cushion Subjected to Boulder Impact J. Perera et al. 10.1016/j.ijimpeng.2021.103823
- A CASE STUDY: COST-BENEFIT AND RISK ANALYSES OF GABION WALL FOR ROCKFALL PROTECTION METHOD IN BOZKIR, TURKEY B. Fidan et al. 10.36306/konjes.1510650
- Effects of rockfall shape on deformation performance of ground reinforced embankments subjected to lateral impact L. Xiao et al. 10.1016/j.geotexmem.2024.04.009
- Large-scale successive boulder impacts on a rigid barrier shielded by gabions C. Ng et al. 10.1139/cgj-2016-0073
- Deformation, resistance characteristics, and scale effects of rockfall protection soil embankments under static loading Y. Oguri et al. 10.1016/j.sandf.2025.101634
- Efficiency assessment of existing rockfall protection embankments based on an impact strength criterion S. Lambert & B. Kister 10.1016/j.enggeo.2018.06.008
- A Method to Compute the Ultimate Displacements in Reinforced Earth Rockfall Protection Embankments: A Perspective for the Design S. Vigna et al. 10.1007/s00603-025-04801-4
- Design and optimisation of a protective device for bridge piers against debris flow impact S. Yan et al. 10.1007/s10064-020-01793-z
- Seismic rockfall risk assessments and mitigation strategies for transportation infrastructure in high-risk regions K. Eze et al. 10.1007/s44288-025-00182-x
- Full-scale experiment and numerical studies on vertical impact characteristics of reinforced embankment B. Chen et al. 10.1016/j.geotexmem.2025.08.009
- A New Design Tool for Rockfall Risk Mitigation by Geosynthetic-Reinforced Embankments G. Dattola et al. 10.1007/s00603-024-04313-7
- An experimental investigation of the response of slender protective structures to rockfall impacts S. Lambert et al. 10.1139/cgj-2019-0147
- New light-weight concrete foam to absorb debris-flow-entrained boulder impact: Large-scale pendulum modelling Y. Su et al. 10.1016/j.enggeo.2020.105724
- Numerical Simulation of Rockfall Protection Embankments in Natural Soil S. Vigna et al. 10.3390/geosciences13120368
- FRACTURE BEHAVIOR OF ROCKFALL PROTECTION SOIL EMBANKMENT WITH SANDY SOIL UNDER IMPACT AND STATIC LOADING A. KIMURA et al. 10.2208/jscejj.23-00253
- Influence of rock shape on rockfall trajectory and hazard analyses: Design of protective measures for a Himalayan slope in India S. Kundu & R. Bhowmik 10.1007/s12040-025-02519-z
- Environment-Friendly Recycled Concrete Aggregates to Attenuate Successive Rockfall Impacts: Large-Scale Field Modelling Y. Su et al. 10.2139/ssrn.4136985
- Towards realistic simulations of the impact dynamics of boulders on rock-filled gabion: Combined effects of rock shapes and their crushing strength Y. Su et al. 10.1016/j.enggeo.2021.106026
- Discrete element modeling of rock-filled gabions under successive boulder impacts G. Yang et al. 10.1016/j.compgeo.2024.106092
- Experimental and Numerical Investigations of Reinforced Soil Wall Subjected to Impact Loading L. Lu et al. 10.1007/s00603-021-02579-9
- Economical Recycled Concrete Aggregates to Attenuate Successive Rockfall Impacts: Large-Scale Field Modeling Y. Su et al. 10.1007/s00603-023-03423-y
- Semi-Automatic Determination of Rockfall Trajectories A. Volkwein & J. Klette 10.3390/s141018187
- Theoretical study of rockfall impacts based on logistic curves Z. Guangcheng et al. 10.1016/j.ijrmms.2015.06.001
- The effects of gravel cushion particle size and thickness on the coefficient of restitution in rockfall impacts C. Zhu et al. 10.5194/nhess-18-1811-2018
- Effects of particle size and cushioning thickness on the performance of rock-filled gabions used in protection against boulder impact Y. Su et al. 10.1139/cgj-2017-0370
- A multi-parametric model for calculating the impact force exerted on cantilevered structures due to the collision of boulder within debris flow Y. Chaoping et al. 10.1007/s10064-025-04407-8
- Extremely Energetic Rockfalls F. De Blasio et al. 10.1029/2017JF004327
- Experimental and Numerical Impact Responses of an Innovative Rockfall Protection Structure Made of Articulated Concrete Blocks A. Furet et al. 10.1007/s00603-022-02957-x
- Gabions: evaluation of potential as low-cost roadside barriers G. Amato et al. 10.1080/13588265.2014.949038
- Numerical investigation of ground reinforced embankments: Structural geometry design L. Xiao et al. 10.1016/j.geotexmem.2025.01.006
- Performance assessment of a protection embankment designed for a rockfall-prone slope along lesser Himalayas of Jammu and Kashmir, India S. Maheshwari & R. Bhowmik 10.1007/s11069-024-06959-6
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