...)x17(h) m which will be used as tailrace tunnel during operation period. Each tunnel is almost 1410 m long and while its inlet portal and almost 950 m of its length is located at left bank, after crossing the river, its outlet portal is situated in right bank. The total length of each tunnel is about...

... is 3.30 × 106 kW.The construction work started in 2001. In 2002, the slope in the low position on the right bank was excavated to build the access road, which triggered large deformation. In 2003, the geological investigation revealed that the deformed body is a potential landslide. The potential...

... the water tightness of the reservoir, the grout curtain has to withstand more than 220 m of water pressure. The design and execution of the grout curtain with interims evaluation of the success of grouting works is subject of this report. Start of impounding is scheduled for May 2009. right bank...

..., large dams and earthquake engineering subjects. For this purpose, a geophysical investigations (which concerns seismic-refraction and tomography studies) and rock mechanics studies (laboratory tests) are carried out at Burke dam site right bank in Adana-Turkey. In this paper, the results of field...

... greywacke identification technique system identification right bank input signal identification Funcho dam deformability Reservoir Characterization displacement system property schist dam foundation LNEC foundation correspond rockmeter determination construction output signal Eurock...