caa a22 4500 47713078X CHVBK 20180405111703.0 cr unu---uuuuu 170330e19971001xx s 000 0 eng 10.1007/BF02767278 doi (NATIONALLICENCE)springer-10.1007/BF02767278 Gorbushina V. aut Effect of landslide processes on construction and operation of hydropower structures [Elektronische Daten] [V. Gorbushina] Conclusions: 1. An analysis of rock landslides that occurred during construction and operation of hydraulic structures in Russia and abroad indicates that enormous social and economic loss is associated with them. 2. Unstable slopes can be the cause of a change in the location of the site, designs of the structures, and construction technology during construction and operation of hydropower facilities. 3. The active design method makes it possible to substantially reduce the volume of predesign surveys and to eliminate delays in construction works. 4. To prevent emergency situations on hydraulic structures it is necessary to organize monitoring of all landslideprone slopes during construction and operation of the structures. 5. In recent years, in connection with the exceptionally rapid development of rock mechanics, new, very effective methods of studying rock slopes with the use of computer techniques have appeared, which creates great possibilities for prompt and reliable evaluation of the stability of rock masses under complex engineering-geologic conditions. Plenum Publishing Corporation, 1998 Hydrotechnical Construction Springer US 31/10(1997-10-01), 629-634 0018-8220 31:10<629 1997 31 10749 https://doi.org/10.1007/BF02767278 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02767278 text/html Onlinezugriff via DOI NATIONALLICENCE 100 1- Gorbushina V. aut NATIONALLICENCE 773 0- Hydrotechnical Construction Springer US 31/10(1997-10-01), 629-634 0018-8220 31:10<629 1997 31 10749 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer