The geotechnical engineering characteristics of a calcareous crust formation are evaluated in order to determine the feasibility of its stability under the right bank of Wadi Zarat Dam. The crust is a rock similar, extremely heterogeneous, material with location of collapsing susceptibility when saturated. The formation is caverned and locally very permeable and can present a risk of losing the reservoir water, dissolution, settlement, and piping. In this case study, several alternatives to treat the crust formation are presented, discussed, and compared. Rational justifications for the adopted solution are given and the predicted performance during operation of the dam is provided in order to be compared with the observed behaviour
Mosul and Haditha Dams are the largest dams on the Tigris and Euphrates Rivers in Iraq, respectively...
Badush Dam is a combined earthfill and concrete buttress dam; uncompleted, it is planned to be a pro...
Any fault in the foundation of a dam presents a problem which has to be tackled in the proper way co...
Evaluating rock masses for dam foundations, especially heterogeneous rock (flysch), becomes imperati...
Foundations with dissolvable limestone possess difficult situation for the dams. Several dams around...
The topography, geology, foundation conditions and geotechnical properties of the rock units play a ...
Mosul and Haditha Dams are built on relatively weak foundations. Both of these foundations suffer fr...
Mosul and Haditha Dams are built on relatively weak foundations. Both of these foundations suffer fr...
This study was done as an assessment of the foundation rocks of the proposed Makhol dam in the north...
Growing water demand poses severe problems to the population in the Mekelle Outlier, Northern Ethiop...
This paper summarize all the respects related to the in-situ test of rock mechanical properties, mod...
The geologic setting of Mosul Dam is critically important for its engineering implications and its u...
this paper, the geomechanical characteristics of the discontinuities present in the rock masses, exp...
This paper presents an analysis of the stability against sliding of a gravity dam built on a layered...
Two earthfill dams were constructed on the Wadi Qattarah in Libya between 1969 and 1972 but the fill...
Mosul and Haditha Dams are the largest dams on the Tigris and Euphrates Rivers in Iraq, respectively...
Badush Dam is a combined earthfill and concrete buttress dam; uncompleted, it is planned to be a pro...
Any fault in the foundation of a dam presents a problem which has to be tackled in the proper way co...
Evaluating rock masses for dam foundations, especially heterogeneous rock (flysch), becomes imperati...
Foundations with dissolvable limestone possess difficult situation for the dams. Several dams around...
The topography, geology, foundation conditions and geotechnical properties of the rock units play a ...
Mosul and Haditha Dams are built on relatively weak foundations. Both of these foundations suffer fr...
Mosul and Haditha Dams are built on relatively weak foundations. Both of these foundations suffer fr...
This study was done as an assessment of the foundation rocks of the proposed Makhol dam in the north...
Growing water demand poses severe problems to the population in the Mekelle Outlier, Northern Ethiop...
This paper summarize all the respects related to the in-situ test of rock mechanical properties, mod...
The geologic setting of Mosul Dam is critically important for its engineering implications and its u...
this paper, the geomechanical characteristics of the discontinuities present in the rock masses, exp...
This paper presents an analysis of the stability against sliding of a gravity dam built on a layered...
Two earthfill dams were constructed on the Wadi Qattarah in Libya between 1969 and 1972 but the fill...
Mosul and Haditha Dams are the largest dams on the Tigris and Euphrates Rivers in Iraq, respectively...
Badush Dam is a combined earthfill and concrete buttress dam; uncompleted, it is planned to be a pro...
Any fault in the foundation of a dam presents a problem which has to be tackled in the proper way co...