This paper summarize all the respects related to the in-situ test of rock mechanical properties, model experiments, FEM analysis and the data of prototype monitoring of a dam founded on the complex rock foundation. Basing on these informations the reasonableness of the adopted design scheme is discussed
This paper gives a series of case histories of earth dams which have been damaged by strong earthqua...
Under certain situations where horizontal seams of weaker material are detected below a depth of rel...
A 100 m high gravity dam (Castrovido dam, Burgos, Spain) is founded on a soft Weald red siltstone wi...
This paper presents an analysis of the stability against sliding of a gravity dam built on a layered...
Some representative case histories of the damage of tunnels and galleries in weak fissured swelling ...
The topography, geology, foundation conditions and geotechnical properties of the rock units play a ...
AbstractJinping I hydropower station is one of the most challenging projects in China due to its hig...
Any fault in the foundation of a dam presents a problem which has to be tackled in the proper way co...
179 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2000.The main concluding points of...
During the initial stage of construction of a 23 m high composite dam across the Guhai river, the do...
Two earth and boulder fill dams of height 127.6 m and 72.2 m are major structures of Ramganga River ...
A 100 m high gravity dam (Castrovido dam, Burgos, Spain) is founded on a soft Weald red claystone wi...
The main dam for the upper reservoir of the Tianhuanping pumped storage power station is a rockfill ...
During planning for dam projects, good practice usually calls for appropriate investigations to help...
The statistical analysis has been executed for the phenomenon of disk cores in the dam site, which h...
This paper gives a series of case histories of earth dams which have been damaged by strong earthqua...
Under certain situations where horizontal seams of weaker material are detected below a depth of rel...
A 100 m high gravity dam (Castrovido dam, Burgos, Spain) is founded on a soft Weald red siltstone wi...
This paper presents an analysis of the stability against sliding of a gravity dam built on a layered...
Some representative case histories of the damage of tunnels and galleries in weak fissured swelling ...
The topography, geology, foundation conditions and geotechnical properties of the rock units play a ...
AbstractJinping I hydropower station is one of the most challenging projects in China due to its hig...
Any fault in the foundation of a dam presents a problem which has to be tackled in the proper way co...
179 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2000.The main concluding points of...
During the initial stage of construction of a 23 m high composite dam across the Guhai river, the do...
Two earth and boulder fill dams of height 127.6 m and 72.2 m are major structures of Ramganga River ...
A 100 m high gravity dam (Castrovido dam, Burgos, Spain) is founded on a soft Weald red claystone wi...
The main dam for the upper reservoir of the Tianhuanping pumped storage power station is a rockfill ...
During planning for dam projects, good practice usually calls for appropriate investigations to help...
The statistical analysis has been executed for the phenomenon of disk cores in the dam site, which h...
This paper gives a series of case histories of earth dams which have been damaged by strong earthqua...
Under certain situations where horizontal seams of weaker material are detected below a depth of rel...
A 100 m high gravity dam (Castrovido dam, Burgos, Spain) is founded on a soft Weald red siltstone wi...