Artificial seismicity, conditions and possible mechanism of occurrence of “dam” earthquakes N. I. KalininI. P. Kuzin OriginalPaper Pages: 295 - 302
Methods of modeling design seismic loads for large power installations A. V. Suvilova OriginalPaper Pages: 302 - 308
Probabilistic method of optimizing surveys when designing hydraulic structures É. G. Gaziev OriginalPaper Pages: 309 - 312
Use of the probabilistic method of calculating stability when designing rock slopes V. I. Rechitskii OriginalPaper Pages: 312 - 317
Measurement of discharge in pressure conduits by means of segmented constrictors B. M. LevinA. N. Lopatin OriginalPaper Pages: 317 - 322
Density of placing sand-gravel and pebble soils in dams S. V. Bortkevich OriginalPaper Pages: 324 - 328
Calculation of the particle-size distribution of blasted rock R. Ya. StrausmanV. M. Borychev OriginalPaper Pages: 328 - 332
New method of determining the stable cross section of of a channel in cohesionless soils Yu. A. Ibad-ZadeM. Ya. KrupnikÉ. A. Asadullaeva OriginalPaper Pages: 335 - 341
Experience in improving the efficiency of hydroelectric generators Ya. S. UrintsevG. V. Zav'yalovI. E. Banduilov OriginalPaper Pages: 342 - 347
Results of full-scale tests of the thrust bearing with elastic metal-plastic segments for the turbine-generator unit at the Bratsk hydroelectric station Yu. I. BaiborodovA. V. TereshchenkoI. S. Gurbanov OriginalPaper Pages: 348 - 353
Effect of breaking waves on structures with an incomplete vertical profile O. Yu. BirskayaG. D. Natal'chishin Discussions Pages: 354 - 357
Determination of water pressure in pressure tunnels and conduits under a seismic load D. N. KilasoniyaG. P. Mamradze Discussions Pages: 357 - 364
