Underground structures of the Baipaza hydroelectric station V. F. Ilyushin OriginalPaper Pages: 257 - 262
Controlling the quality of compaction of earth fill in the construction of high dams S. V. BortkevichV. I. Vutsel'N. F. Roiko OriginalPaper Pages: 263 - 269
Polymer concretes in construction of hydraulic structures I. M. Elshin OriginalPaper Pages: 269 - 272
Calculation of the temperature regime of hydraulic-fill dams during their construction B. M. SkhundinYu. A. Popov OriginalPaper Pages: 273 - 278
Dynamic elastic and absorbing properties of soils N. D. KrasnikovG. S. TolkachevL. A. Eisler OriginalPaper Pages: 279 - 284
Possibility of reducing the starting torque of the adjustable-blade horizontal bulb pump N. I. ZubarevR. V. Petukhova OriginalPaper Pages: 285 - 288
Evaluation of the effectiveness of corrosion protection of sheet piling and lock gates of hydraulic structures L. V. VerzhbitskayaB. V. PlashkinT. M. Goldobina OriginalPaper Pages: 294 - 297
Results of on-site investigations of the conditions of the structures at the Matkozhnen hydroelectric station O. N. NosovaN. S. SergeevaO. G. Margolina OriginalPaper Pages: 297 - 301
Concrete for surfaces of high-head spillways L. N. GomolkoI. S. NovikovaG. N. Tsedrov Discussions Pages: 302 - 307
Stress state of a rock mass with two parallel tunnels with loading of one of them by a uniform internal pressure R. A. Dunaevskii OriginalPaper Pages: 315 - 317