Rockfall protection embankment (English Wikipedia)

Analysis of information sources in references of the Wikipedia article "Rockfall protection embankment" in English language version.

refsWebsite

Global rank English rank

8doi.org

2^nd place

3semanticscholar.org

11^th place

8^th place

2harvard.edu

18^th place

17^th place

1inrae.fr

low place

doi.org

Ewe, Eric (2020). "Reinforced soil bund as passive protection structures: the New Zealand experience". Proceedings of the 2020 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. pp. 1069–1082. doi:10.36487/acg_repo/2025_71. ISBN 978-0-9876389-7-7.
Volkwein, A.; Schellenberg, K.; Labiouse, V.; Agliardi, F.; Berger, F.; Bourrier, F.; Dorren, L. K. A.; Gerber, W.; Jaboyedoff, M. (27 September 2011). "Rockfall characterisation and structural protection – a review". Natural Hazards and Earth System Sciences. 11 (9): 2617–2651. Bibcode:2011NHESS..11.2617V. doi:10.5194/nhess-11-2617-2011.
Lambert, S.; Bourrier, F. (February 2013). "Design of rockfall protection embankments: A review". Engineering Geology. 154: 77–88. doi:10.1016/j.enggeo.2012.12.012.
Peila, D.; Oggeri, C.; Castiglia, C. (7 September 2007). "Ground reinforced embankments for rockfall protection: design and evaluation of full scale tests". Landslides. 4 (3): 255–265. doi:10.1007/s10346-007-0081-4. S2CID 110544862.
Lambert, Stéphane; Bourrier, Frank; Gotteland, Philippe; Nicot, François (August 2020). "An experimental investigation of the response of slender protective structures to rockfall impacts" (PDF). Canadian Geotechnical Journal. 57 (8): 1215–1231. doi:10.1139/cgj-2019-0147. S2CID 210316590.
Lambert, S.; Heymann, A.; Gotteland, P.; Nicot, F. (23 May 2014). "Real-scale investigation of the kinematic response of a rockfall protection embankment". Natural Hazards and Earth System Sciences. 14 (5): 1269–1281. Bibcode:2014NHESS..14.1269L. doi:10.5194/nhess-14-1269-2014.
Lambert, S.; Bourrier, F.; Toe, D. (June 2013). "Improving three-dimensional rockfall trajectory simulation codes for assessing the efficiency of protective embankments". International Journal of Rock Mechanics and Mining Sciences. 60: 26–36. doi:10.1016/j.ijrmms.2012.12.029.
Lambert, Stéphane; Kister, Bernd (September 2018). "Efficiency assessment of existing rockfall protection embankments based on an impact strength criterion". Engineering Geology. 243: 1–9. doi:10.1016/j.enggeo.2018.06.008. S2CID 134358438.

harvard.edu

ui.adsabs.harvard.edu

Volkwein, A.; Schellenberg, K.; Labiouse, V.; Agliardi, F.; Berger, F.; Bourrier, F.; Dorren, L. K. A.; Gerber, W.; Jaboyedoff, M. (27 September 2011). "Rockfall characterisation and structural protection – a review". Natural Hazards and Earth System Sciences. 11 (9): 2617–2651. Bibcode:2011NHESS..11.2617V. doi:10.5194/nhess-11-2617-2011.
Lambert, S.; Heymann, A.; Gotteland, P.; Nicot, F. (23 May 2014). "Real-scale investigation of the kinematic response of a rockfall protection embankment". Natural Hazards and Earth System Sciences. 14 (5): 1269–1281. Bibcode:2014NHESS..14.1269L. doi:10.5194/nhess-14-1269-2014.

inrae.fr

hal.inrae.fr

Lambert, Stéphane; Bourrier, Frank; Gotteland, Philippe; Nicot, François (August 2020). "An experimental investigation of the response of slender protective structures to rockfall impacts" (PDF). Canadian Geotechnical Journal. 57 (8): 1215–1231. doi:10.1139/cgj-2019-0147. S2CID 210316590.

semanticscholar.org

api.semanticscholar.org

Peila, D.; Oggeri, C.; Castiglia, C. (7 September 2007). "Ground reinforced embankments for rockfall protection: design and evaluation of full scale tests". Landslides. 4 (3): 255–265. doi:10.1007/s10346-007-0081-4. S2CID 110544862.
Lambert, Stéphane; Bourrier, Frank; Gotteland, Philippe; Nicot, François (August 2020). "An experimental investigation of the response of slender protective structures to rockfall impacts" (PDF). Canadian Geotechnical Journal. 57 (8): 1215–1231. doi:10.1139/cgj-2019-0147. S2CID 210316590.
Lambert, Stéphane; Kister, Bernd (September 2018). "Efficiency assessment of existing rockfall protection embankments based on an impact strength criterion". Engineering Geology. 243: 1–9. doi:10.1016/j.enggeo.2018.06.008. S2CID 134358438.