Result Number | Material Type | Add to My Shelf Action | Record Details and Options |
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1 |
Material Type: Article
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Longevity analysis of landslide damsLandslides, 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/s10346-020-01386-7Full text available |
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2 |
Material Type: Article
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Dam failure analysis and flood disaster simulation under various scenariosWater 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: 36919744Full text available |
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3 |
Material Type: Article
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As-Built Inventory and Deformation Analysis of a High Rockfill Dam under Construction with Terrestrial Laser ScanningSensors (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: 35062482Full text available |
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4 |
Material Type: Article
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Breach Progression Observation in Rockfill Dam Models Using PhotogrammetryRemote 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/rs15061715Full text available |
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5 |
Material Type: Article
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A New Method for Pore Pressure Prediction on Malfunctioning Cells Using Artificial Neural NetworksWater 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/s11269-021-02763-0Full text available |
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6 |
Material Type: Article
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Dam Safety Evaluation Based on Multiple Linear Regression and Numerical SimulationRock 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-zFull text available |
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7 |
Material Type: Article
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Assessing the Efficiency of Seepage Control Measures in Earthfill DamsGeotechnical 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-wFull text available |
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8 |
Material Type: Article
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Managing erosion of mangrove-mud coasts with permeable dams – lessons learnedEcological engineering, 2020-12, Vol.158 [Peer Reviewed Journal]Attribution - NoDerivatives ;ISSN: 0925-8574 ;EISSN: 1872-6992 ;DOI: 10.1016/j.ecoleng.2020.106078Digital Resources/Online E-Resources |
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9 |
Material Type: Article
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Reinforcement Analysis of Toe Blocks and Anchor Cables at the Xiluodu Super-High Arch DamRock 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-yFull text available |
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10 |
Material Type: Article
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Seismic Behavior of Rock-Filled Concrete Dam Compared with Conventional Vibrating Concrete Dam Using Finite Element MethodInfrastructures (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/infrastructures9020023Full text available |
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11 |
Material Type: Article
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A Comprehensive Review on Reasons for Tailings Dam Failures Based on Case HistoryAdvances in Civil Engineering, 2019, Vol.2019, p.1-18Copyright © 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: 10.1155/2019/4159306Full text available |
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12 |
Material Type: Article
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Dam-break risk analysis of the Attabad landslide dam in Pakistan and emergency countermeasuresLandslides, 2017-04, Vol.14 (2), p.675-683 [Peer Reviewed Journal]Springer-Verlag Berlin Heidelberg 2016 ;Landslides is a copyright of Springer, 2017. ;ISSN: 1612-510X ;EISSN: 1612-5118 ;DOI: 10.1007/s10346-016-0721-7Full text available |
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13 |
Material Type: Article
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Evaluation of behaviors of earth and rockfill dams during construction and initial impounding using instrumentation data and numerical modelingJournal of Rock Mechanics and Geotechnical Engineering, 2017-08, Vol.9 (4), p.709-725 [Peer Reviewed Journal]ISSN: 1674-7755 ;DOI: 10.1016/j.jrmge.2016.12.003Digital Resources/Online E-Resources |
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14 |
Material Type: Article
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Intelligent Anomaly Identification of Uplift Pressure Monitoring Data and Structural Diagnosis of Concrete DamApplied sciences, 2022-01, Vol.12 (2), p.612 [Peer Reviewed Journal]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. ;ISSN: 2076-3417 ;EISSN: 2076-3417 ;DOI: 10.3390/app12020612Full text available |
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15 |
Material Type: Article
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Forecasting Daily Seepage Discharge of an Earth Dam Using Wavelet–Mutual Information–Gaussian Process Regression ApproachesGeotechnical and geological engineering, 2016-10, Vol.34 (5), p.1313-1326 [Peer Reviewed Journal]Springer International Publishing Switzerland 2016 ;Geotechnical and Geological Engineering is a copyright of Springer, (2016). All Rights Reserved. ;ISSN: 0960-3182 ;EISSN: 1573-1529 ;DOI: 10.1007/s10706-016-0044-4Full text available |
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16 |
Material Type: Article
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The Application of Wireless Underground Sensor Networks to Monitor Seepage inside an Earth DamSensors (Basel, Switzerland), 2023-04, Vol.23 (8), p.3795 [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. ;2023 by the authors. 2023 ;ISSN: 1424-8220 ;EISSN: 1424-8220 ;DOI: 10.3390/s23083795 ;PMID: 37112135Full text available |
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17 |
Material Type: Article
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The influence of material characteristics on dam stability under rapid drawdown conditionsArchives of civil engineering, 2022-01, Vol.68 (1), p.539-553 [Peer Reviewed Journal]2022. This work is licensed under https://creativecommons.org/licenses/by-sa/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. ;ISSN: 1230-2945 ;EISSN: 2300-3103 ;DOI: 10.24425/ace.2022.140184Full text available |
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18 |
Material Type: Article
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Failure characteristics of landslide dams considering dam formation features in laboratory experimentsLandslides, 2022-10, Vol.19 (10), p.2379-2395 [Peer Reviewed Journal]Springer-Verlag GmbH Germany, part of Springer Nature 2022 ;Springer-Verlag GmbH Germany, part of Springer Nature 2022. ;ISSN: 1612-510X ;EISSN: 1612-5118 ;DOI: 10.1007/s10346-022-01907-6Full text available |
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19 |
Material Type: Article
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Experimental investigation of microstructural changes in soils eroded by suffusion using X-ray tomographyActa geotechnica, 2019-06, Vol.14 (3), p.749-765 [Peer Reviewed Journal]Springer-Verlag GmbH Germany, part of Springer Nature 2019 ;Acta Geotechnica is a copyright of Springer, (2019). All Rights Reserved. ;Distributed under a Creative Commons Attribution 4.0 International License ;ISSN: 1861-1125 ;EISSN: 1861-1133 ;DOI: 10.1007/s11440-019-00787-wFull text available |
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20 |
Material Type: Article
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Metamodeling for Uncertainty Quantification of a Flood Wave Model for Concrete Dam BreaksEnergies (Basel), 2020-07, Vol.13 (14), p.3685 [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: 1996-1073 ;EISSN: 1996-1073 ;DOI: 10.3390/en13143685Full text available |