This paper provides a conceptual model for the study of water-induced earthquake, from which a coupled analysis program of two-dimensional elasto-plastic media has been made. It analyzes the characteristics of the change of stress field and infiltration field under reservoir and studies the relationship between these characteristics and those of water-induced earthquake. At last, it gives out prediction results to a water-induced sequence
International audienceThe use of the subsurface has increased significantly in the last years to con...
This study presents earthquake performance analysis of the Torul Concrete-Faced Rockfill (CFR) Dam w...
Static stability of an earth dam can be established by estimating the static safety factor equal to ...
Although induced seismicity associated with the impounding of reservoirs is a relatively rare phenom...
A survey of the 31 case histories of reservoir-induced seismicity has failed to Indicate any relatio...
This paper describes the details of the seismic analyses undertaken to retrofit the Kersland drinkin...
The appearance of seismic activity after construction and filling of a water reservoir has been obse...
The excess pore water pressure developed in the Upper San Fernando Dam during the 1971 San Fernando ...
Ground dams as it is well known have a complex geometry and physical non-uniformity. Dams with inner...
The Kobe Earthquake in Japan caused shallow sliding on the upstream slope below the water level of t...
The performance of dams subjected to earthquakes is addressed with particular emphasis of recent ear...
A debatable problem of the display of induced seismicity and its causes during the construction of r...
The paper addresses the modeling of geomechanical effects induced by reservoir production and their ...
Coseismic static stress changes and dynamic stresses generated by seismic waves cause changes in wat...
In 1986, two significant earthquake events in Lotung, Taiwan were recorded with both acceleration an...
International audienceThe use of the subsurface has increased significantly in the last years to con...
This study presents earthquake performance analysis of the Torul Concrete-Faced Rockfill (CFR) Dam w...
Static stability of an earth dam can be established by estimating the static safety factor equal to ...
Although induced seismicity associated with the impounding of reservoirs is a relatively rare phenom...
A survey of the 31 case histories of reservoir-induced seismicity has failed to Indicate any relatio...
This paper describes the details of the seismic analyses undertaken to retrofit the Kersland drinkin...
The appearance of seismic activity after construction and filling of a water reservoir has been obse...
The excess pore water pressure developed in the Upper San Fernando Dam during the 1971 San Fernando ...
Ground dams as it is well known have a complex geometry and physical non-uniformity. Dams with inner...
The Kobe Earthquake in Japan caused shallow sliding on the upstream slope below the water level of t...
The performance of dams subjected to earthquakes is addressed with particular emphasis of recent ear...
A debatable problem of the display of induced seismicity and its causes during the construction of r...
The paper addresses the modeling of geomechanical effects induced by reservoir production and their ...
Coseismic static stress changes and dynamic stresses generated by seismic waves cause changes in wat...
In 1986, two significant earthquake events in Lotung, Taiwan were recorded with both acceleration an...
International audienceThe use of the subsurface has increased significantly in the last years to con...
This study presents earthquake performance analysis of the Torul Concrete-Faced Rockfill (CFR) Dam w...
Static stability of an earth dam can be established by estimating the static safety factor equal to ...