The Wetting Deformation Model of Rockfill and Its Two Methods for Simulating Rockfill Dam Collapse Settlement. [PDF]
ScientificWorldJournal, 2023 Pan L, Fan Z, Wang D, Zhou X.
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工程科学与技术, 2015 :The galleries of high core wall rockfill dams on thick overburden layer is subjected to complicated loads，and its safety is the key to the project.In order to study the safety of galleries of this kind of dam,taking the Changheba dam as a background,and
冯蕊 +6 more
doaj
Geomechanics and Geophysics for Geo-Energy and Geo-ResourcesStone fill materials are widely used in engineering projects such as earth-rock dams, railways, and highway embankments. Nevertheless, they are susceptible to particle breakage, which can lead to a decline in engineering performance.
Guoshen Zhou +9 more
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Structural Health Monitoring of Dams Based on Acoustic Monitoring, Deep Neural Networks, Fuzzy Logic and a CUSUM Control Algorithm. [PDF]
Sensors (Basel), 2022 Ozelim LCSM +12 more
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Simulation of Crest Crack in High Earth-Core Rockfill Dam Using XFEM 2-D Modeling
Abstract Crest cracks in high-earth core rockfill dams pose significant safety risks. In this study, a simulation method for crest crack using the eXtended Finite Element Method (XFEM) is proposed for an earth-core rockfill dam. The simulation method is introduced, and measured data from rockfill dam monitoring points are inverted using
Serges Mendomo Meye, Paul Fabrice Nguema
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Advanced monitoring and numerical modelling of the stability, safety and reliability indicators of the earthen dam of Songloulou (Cameroon). [PDF]
PLoS One, 2023 Ambassa Z +5 more
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Study on safety and stability of high altitude dump under severe drying-wetting alternation. [PDF]
PLoS One, 2022 Dong J, Yang D, Mei Y, Gao K.
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Developments of inverse analysis by Kalman filters and Bayesian methods applied to geotechnical engineering. [PDF]
Proc Jpn Acad Ser B Phys Biol Sci, 2023 Murakami A, Fujisawa K, Shuku T.
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工程科学与技术ObjectiveAsphalt concrete core dams (ACCDs) exhibit complex hydraulic–structural responses during overtopping failure due to the viscoplastic nature of asphalt concrete and its sensitivity to temperature and material composition.
YANG Meng +5 more
doaj
Experimental Investigation on Seepage Characteristics of Clay-Structure Interface after Shear Deformation. [PDF]
Materials (Basel), 2022 Tan J, Shen Z, Xu L, Zhang H, He Y.
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