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1	Material Type: Article	Longevity analysis of landslide dams Landslides, 2020-08, Vol.17 (8), p.1797-1821 [Peer Reviewed Journal] Springer-Verlag GmbH Germany, part of Springer Nature 2020 ;Springer-Verlag GmbH Germany, part of Springer Nature 2020. ;ISSN: 1612-510X ;EISSN: 1612-5118 ;DOI: 10.1007/s10346-020-01386-7 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
2	Material Type: Article	Effect of Upstream Dam Geometry on Peak Discharge During Overtopping Breach in Noncohesive Homogeneous Embankment Dams; Implications for Tailings Dams Water resources research, 2021-12, Vol.57 (12), p.n/a [Peer Reviewed Journal] 2021 The Authors. ;2021. This article is published under http://creativecommons.org/licenses/by-nc/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;ISSN: 0043-1397 ;EISSN: 1944-7973 ;DOI: 10.1029/2020WR029358 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
3	Material Type: Article	The potential impact of new Andean dams on Amazon fluvial ecosystems PloS one, 2017-08, Vol.12 (8), p.e0182254-e0182254 [Peer Reviewed Journal] COPYRIGHT 2017 Public Library of Science ;COPYRIGHT 2017 Public Library of Science ;2017 Forsberg et al. This is an open access article distributed under the terms of the Creative Commons Attribution License: http://creativecommons.org/licenses/by/4.0/ (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;2017 Forsberg et al 2017 Forsberg et al ;ISSN: 1932-6203 ;EISSN: 1932-6203 ;DOI: 10.1371/journal.pone.0182254 ;PMID: 28832638 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
4	Material Type: Article	Dam failure analysis and flood disaster simulation under various scenarios Water science and technology, 2023-03, Vol.87 (5), p.1214-1231 [Peer Reviewed Journal] Copyright IWA Publishing Mar 2023 ;ISSN: 0273-1223 ;EISSN: 1996-9732 ;DOI: 10.2166/wst.2023.052 ;PMID: 36919744 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
5	Material Type: Article	A Watershed Moment for Western U.S. Dams Water resources research, 2023-10, Vol.59 (10) [Peer Reviewed Journal] Published 2023. This article is a U.S. Government work and is in the public domain in the USA. This article is published under http://creativecommons.org/licenses/by-nc/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;ISSN: 0043-1397 ;EISSN: 1944-7973 ;DOI: 10.1029/2023WR035646 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
6	Material Type: Article	As-Built Inventory and Deformation Analysis of a High Rockfill Dam under Construction with Terrestrial Laser Scanning Sensors (Basel, Switzerland), 2022-01, Vol.22 (2), p.521 [Peer Reviewed Journal] COPYRIGHT 2022 MDPI AG ;2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;2022 by the authors. 2022 ;ISSN: 1424-8220 ;EISSN: 1424-8220 ;DOI: 10.3390/s22020521 ;PMID: 35062482 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
7	Material Type: Article	Breach Progression Observation in Rockfill Dam Models Using Photogrammetry Remote sensing (Basel, Switzerland), 2023-03, Vol.15 (6), p.1715 [Peer Reviewed Journal] COPYRIGHT 2023 MDPI AG ;2023 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;ISSN: 2072-4292 ;EISSN: 2072-4292 ;DOI: 10.3390/rs15061715 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
8	Material Type: Article	A New Method for Pore Pressure Prediction on Malfunctioning Cells Using Artificial Neural Networks Water resources management, 2021-02, Vol.35 (3), p.979-992 [Peer Reviewed Journal] The Author(s), under exclusive licence to Springer Nature B.V. part of Springer Nature 2021 ;The Author(s), under exclusive licence to Springer Nature B.V. part of Springer Nature 2021. ;ISSN: 0920-4741 ;EISSN: 1573-1650 ;DOI: 10.1007/s11269-021-02763-0 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
9	Material Type: Article	Dam Safety Evaluation Based on Multiple Linear Regression and Numerical Simulation Rock mechanics and rock engineering, 2018-08, Vol.51 (8), p.2451-2467 [Peer Reviewed Journal] Springer-Verlag GmbH Austria, part of Springer Nature 2018 ;Rock Mechanics and Rock Engineering is a copyright of Springer, (2018). All Rights Reserved. ;ISSN: 0723-2632 ;EISSN: 1434-453X ;DOI: 10.1007/s00603-018-1435-z Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
10	Material Type: Article	Assessing the Efficiency of Seepage Control Measures in Earthfill Dams Geotechnical and geological engineering, 2020-10, Vol.38 (5), p.5667-5680 [Peer Reviewed Journal] The Author(s) 2020 ;The Author(s) 2020. This work is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;ISSN: 0960-3182 ;EISSN: 1573-1529 ;DOI: 10.1007/s10706-020-01371-w Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
11	Material Type: Article	Research on the slip deformation characteristics and improvement measures of concrete-faced rockfill dams on dam foundations with large dip angles Scientific reports, 2024-04, Vol.14 (1), p.8665-8665 [Peer Reviewed Journal] 2024. The Author(s). ;The Author(s) 2024. This work is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;The Author(s) 2024 ;EISSN: 2045-2322 ;DOI: 10.1038/s41598-024-59222-0 ;PMID: 38622220 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
12	Material Type: Article	Damming the rivers of the Amazon basin Nature (London), 2017-06, Vol.546 (7658), p.363-369 [Peer Reviewed Journal] COPYRIGHT 2017 Nature Publishing Group ;COPYRIGHT 2017 Nature Publishing Group ;Copyright Nature Publishing Group Jun 15, 2017 ;ISSN: 0028-0836 ;EISSN: 1476-4687 ;DOI: 10.1038/nature22333 ;PMID: 28617466 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
13	Material Type: Article	The future role of dams in the United States of America Water resources research, 2017-02, Vol.53 (2), p.982-998 [Peer Reviewed Journal] 2017. American Geophysical Union. All Rights Reserved. ;ISSN: 0043-1397 ;EISSN: 1944-7973 ;DOI: 10.1002/2016WR019905 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
14	Material Type: Article	Experimental and Numerical Analysis for Earth-Fill Dam Seepage Sustainability, 2020, Vol.12 (6), p.2490 [Peer Reviewed Journal] 2020. This work is licensed under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;ISSN: 2071-1050 ;EISSN: 2071-1050 ;DOI: 10.3390/su12062490 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
15	Material Type: Article	Reinforcement Analysis of Toe Blocks and Anchor Cables at the Xiluodu Super-High Arch Dam Rock mechanics and rock engineering, 2018-08, Vol.51 (8), p.2533-2554 [Peer Reviewed Journal] Springer-Verlag GmbH Austria, part of Springer Nature 2018 ;Rock Mechanics and Rock Engineering is a copyright of Springer, (2018). All Rights Reserved. ;ISSN: 0723-2632 ;EISSN: 1434-453X ;DOI: 10.1007/s00603-018-1517-y Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
16	Material Type: Article	Seismic Behavior of Rock-Filled Concrete Dam Compared with Conventional Vibrating Concrete Dam Using Finite Element Method Infrastructures (Basel), 2024-01, Vol.9 (2), p.23 [Peer Reviewed Journal] COPYRIGHT 2024 MDPI AG ;2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;ISSN: 2412-3811 ;EISSN: 2412-3811 ;DOI: 10.3390/infrastructures9020023 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
17	Material Type: Article	A Comprehensive Review on Reasons for Tailings Dam Failures Based on Case History Advances in Civil Engineering, 2019, Vol.2019, p.1-18 Copyright © 2019 Zongjie Lyu et al. ;COPYRIGHT 2019 Hindawi Limited ;Copyright © 2019 Zongjie Lyu et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. http://creativecommons.org/licenses/by/4.0 ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2019/4159306 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
18	Material Type: Article	Mitigation measures preventing floods from landslide dams: analysis of pre- and post-hydrologic conditions upstream a seismic-induced landslide dam in Central Italy Environmental earth sciences, 2022-08, Vol.81 (15), Article 403 [Peer Reviewed Journal] The Author(s) 2022. corrected publication October 2022 ;The Author(s) 2022. This work is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;ISSN: 1866-6280 ;EISSN: 1866-6299 ;DOI: 10.1007/s12665-022-10515-5 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
19	Material Type: Article	Rapid quantitative study of check dam breach floods under extreme rainstorm Natural hazards (Dordrecht), 2023-03, Vol.116 (2), p.2011-2031 [Peer Reviewed Journal] The Author(s), under exclusive licence to Springer Nature B.V. 2022. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. ;ISSN: 0921-030X ;EISSN: 1573-0840 ;DOI: 10.1007/s11069-022-05751-8 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by
20	Material Type: Article	Influences on the Seismic Response of a Gravity Dam with Different Foundation and Reservoir Modeling Assumptions Water (Basel), 2021-11, Vol.13 (21), p.3072 [Peer Reviewed Journal] 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;ISSN: 2073-4441 ;EISSN: 2073-4441 ;DOI: 10.3390/w13213072 Full text available View Online Details Recommendations Reviews Times Cited External Links Citations Cited by

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Results 1 - 20 of 24,540 for All Library Resources

Springer-Verlag GmbH Germany, part of Springer Nature 2020 ;Springer-Verlag GmbH Germany, part of Springer Nature 2020. ;ISSN: 1612-510X ;EISSN: 1612-5118 ;DOI: 10.1007/s10346-020-01386-7

Copyright IWA Publishing Mar 2023 ;ISSN: 0273-1223 ;EISSN: 1996-9732 ;DOI: 10.2166/wst.2023.052 ;PMID: 36919744

The Author(s), under exclusive licence to Springer Nature B.V. part of Springer Nature 2021 ;The Author(s), under exclusive licence to Springer Nature B.V. part of Springer Nature 2021. ;ISSN: 0920-4741 ;EISSN: 1573-1650 ;DOI: 10.1007/s11269-021-02763-0

Springer-Verlag GmbH Austria, part of Springer Nature 2018 ;Rock Mechanics and Rock Engineering is a copyright of Springer, (2018). All Rights Reserved. ;ISSN: 0723-2632 ;EISSN: 1434-453X ;DOI: 10.1007/s00603-018-1435-z

COPYRIGHT 2017 Nature Publishing Group ;COPYRIGHT 2017 Nature Publishing Group ;Copyright Nature Publishing Group Jun 15, 2017 ;ISSN: 0028-0836 ;EISSN: 1476-4687 ;DOI: 10.1038/nature22333 ;PMID: 28617466

2017. American Geophysical Union. All Rights Reserved. ;ISSN: 0043-1397 ;EISSN: 1944-7973 ;DOI: 10.1002/2016WR019905

2020. This work is licensed under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;ISSN: 2071-1050 ;EISSN: 2071-1050 ;DOI: 10.3390/su12062490

Springer-Verlag GmbH Austria, part of Springer Nature 2018 ;Rock Mechanics and Rock Engineering is a copyright of Springer, (2018). All Rights Reserved. ;ISSN: 0723-2632 ;EISSN: 1434-453X ;DOI: 10.1007/s00603-018-1517-y

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