Results 121 to 130 of about 189 (154)
Some of the next articles are maybe not open access.
International Journal of Geomechanics, 2016
AbstractA consolidation analysis method for an earth-rockfill dam based on the coupling of physical state, stress deformation, and seepage was established. In this method, a permeability coefficient model considering physical state and shear stress level was introduced, and it was integrated with Biot’s consolidation theory to simulate the coupling ...
Yongkang Wu +2 more
exaly +2 more sources
AbstractA consolidation analysis method for an earth-rockfill dam based on the coupling of physical state, stress deformation, and seepage was established. In this method, a permeability coefficient model considering physical state and shear stress level was introduced, and it was integrated with Biot’s consolidation theory to simulate the coupling ...
Yongkang Wu +2 more
exaly +2 more sources
2021 7th International Conference on Hydraulic and Civil Engineering & Smart Water Conservancy and Intelligent Disaster Reduction Forum (ICHCE & SWIDR), 2021
Xing Yang +3 more
exaly +2 more sources
Xing Yang +3 more
exaly +2 more sources
Dynamic Response and Mechanical Behaviours of Geogrid for High Earth-rockfill Dams
Geotechnical and Geological Engineering, 2021Due to the complexity of the interaction between the geogrid and the soil interface in high earth-rock dams, the method of replacing the grid with steel bars may neglect the interaction between the geogrid and the soil. The finite difference software FLAC3D is applied, and the geogrid element is used to simulate the geogrid and the coupling interface ...
Yalin Zhu +4 more
openaire +1 more source
Numerical analysis of the anti-seepage measures for high earth rockfill dam on deep overburden
Applied Mechanics and Materials, 2012The anti-seepage measures of a high earth rockfill dam built on the foundation with a deep overburden affects the stability and safety of the dam greatly. Nowadays there are few researches on this area both at home and abroad. On the basis of the finite element seepage analysis of the Pubugou high rockfill dam in which core walls and two cut-off walls ...
Jun Yan, Si Hong Liu, Bin Zhou
openaire +1 more source
Advanced Materials Research, 2011
Considering the dynamic response of high earth-rockfilled dam, dynamic elasto-plastic analysis method for dam slope reinforcement with geogrids was set up. Based on this model, the paper analyzed the deformation and failure mechanism of dam slope, as well as the effect of connection, the length, the spacing and the stiffness of geogrid on dam with ...
Ya Lin Zhu, Xian Jing Kong, De Gao Zou
openaire +1 more source
Considering the dynamic response of high earth-rockfilled dam, dynamic elasto-plastic analysis method for dam slope reinforcement with geogrids was set up. Based on this model, the paper analyzed the deformation and failure mechanism of dam slope, as well as the effect of connection, the length, the spacing and the stiffness of geogrid on dam with ...
Ya Lin Zhu, Xian Jing Kong, De Gao Zou
openaire +1 more source
Seepage and Consolidation Analysis of High Earth-Rockfill Dam
2018The Nuozhadu high earth-rockfill dam is the highest earth-rock dam in China. Its seepage-consolidation characteristics are very representative of high earth-rock dams. A complete monitoring system was installed in the dam, and a great deal of field observation data have been obtained.
openaire +1 more source
Structural Health Monitoring
Accurate deformation monitoring is crucial for the construction and operational safety of high earth-rockfill dams. However, atmospheric refraction errors pose significant challenges due to their complex spatiotemporal variability, limiting the effectiveness of traditional meteorological correction methods, especially in mitigating random fluctuations ...
Huibao Huang +4 more
openaire +1 more source
Accurate deformation monitoring is crucial for the construction and operational safety of high earth-rockfill dams. However, atmospheric refraction errors pose significant challenges due to their complex spatiotemporal variability, limiting the effectiveness of traditional meteorological correction methods, especially in mitigating random fluctuations ...
Huibao Huang +4 more
openaire +1 more source
Hydrotechnical Construction, 1993
1. A increase of the height of the dam by stages as well as in construction time has a considerable effect on the SSS of the cofferdam, especially from stage II to VI. 2. Development of stages of construction of the dam and its construction time leads to the following changes in the SSS of the cofferdam: The levels of normal ...
openaire +1 more source
1. A increase of the height of the dam by stages as well as in construction time has a considerable effect on the SSS of the cofferdam, especially from stage II to VI. 2. Development of stages of construction of the dam and its construction time leads to the following changes in the SSS of the cofferdam: The levels of normal ...
openaire +1 more source