Results 11 to 20 of about 250,622 (168)

Assessment of the Upstream Slope Stability of Darbandikhan Rockfill Dam during Drawdown [PDF]

open access: yesARO-The Scientific Journal of Koya University, 2021
Earth and rockfill dams face a variety of loading conditions during lifetime. One of the most critical loading conditions is the rapid drawdown of water level after steady state conditions.
Sirwan Gh. Salim, Krikar M. G. Noori
doaj   +2 more sources

Research Hotspot and Trend Analysis of Earth-Rockfill Dam Stability Based on Knowledge Map

open access: yesRenmin Zhujiang
Since the 20th century, earth-rockfill dam instability accidents have occurred frequently all over the world. In order to systematically summarize the current status and hotspots of research on earth-rockfill dam stability and analyze the future ...
WANG Luoxi   +4 more
doaj   +4 more sources

Dynamic responses of concrete-faced rockfill dam due to different seismic motion input methods

open access: yesInternational Journal of Distributed Sensor Networks, 2018
The concrete-faced rockfill dam valley foundation was considered as an open energy system and a reasonable non-uniform seismic motion input method was applied to the dynamic analysis of a concrete-faced rockfill dam based on the generalized plastic model.
Bin Xu   +4 more
doaj   +2 more sources

Stress-strain state of variant of rockfill dam with conrete facing of Kambarata-1 hydropower plant

open access: yesRUDN Journal of Engineering Research, 2010
The 2-D stress-strain state analyses of Kambarata and TSQ-1concrete face rockfill dams were performed using ADINA program with ideally elasto-plastic model of rockfill with Mohr-Column criterion.
Yu P Lуарichev, A V Radzinsky
doaj   +1 more source

Hydraulic and structural evaluation of rockfill dam behavior when exposed to throughflow and overtopping scenarios [PDF]

open access: yes, 2020
Dams are vulnerable to extreme flood events in turn leading to accidental overtopping. This inparticular applies to rockfill dams comprised of pervious and erodible material.
Ravindra, Ganesh Hiriyanna Rao
core   +2 more sources

Assessment of slopes stability of rockfill dam of Boguchansk hydropower plant

open access: yesRUDN Journal of Engineering Research, 2010
Results of comparative analyses of slopes stability of Boguchansk rockfill dam under action of static and seismic loads are presented. Analyses are performed by traditional (Terzhagi) and numerical (Finite Elements) methods.
V P Tabuev
doaj   +1 more source

Overtopping Erodibility Analysis for a Steep-Sloped Rockfill Embankment Dam [PDF]

open access: yes, 2022
Erosion of embankment material during an overtopping event is one of the major mechanisms of failure for earthfill dams. The ability to analyze the progression of overtopping failure can prove useful in assessing the breakthrough risk of the dam, which ...
George, Michael F.   +2 more
core   +1 more source

Breach Progression Observation in Rockfill Dam Models Using Photogrammetry [PDF]

open access: yes, 2023
Dam failures are examples of man-made disasters that have stimulated investigation into the processes related to the failure of different dam types. Embankment dam breaching during an overtopping event is one of the major modes of failure for this dam ...
Leif Lia   +5 more
core   +1 more source

Overflow for the complete failure of the downstream shell of a rockfill dam [PDF]

open access: yes, 2016
Presented at the Protections 2016: 2nd international seminar on dam protection against overtopping: concrete dams, embankment dams, levees, tailings dams held on 7th-9th September, 2016, at Colorado State University in Fort Collins, Colorado, USA.
Alves, R. M., author   +3 more
core   +1 more source

Experimental Study on Grouting Effect and Mechanical Properties of the Rockfill Materials Grouted with SCM

open access: yesAdvances in Civil Engineering, 2020
Insufficient compactness of rockfill materials may potentially cause excessive deformation of a concrete face rockfill dam (CFRD), thus resulting in cracking of the face slab and leakage of the dam body, thereby requiring reinforcement treatment. To date,
Cheng-Jin Deng   +4 more
doaj   +1 more source

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