Seepage and antiseepage measures in foundations of hydraulic structures L. I. Malyshev OriginalPaper Pages: 437 - 444
Characteristics of deformation of the rock mass in the foundation of high concrete dams A. V. Kolichko OriginalPaper Pages: 445 - 449
Assigment of the initial technological parameters of grouting construction joints of concrete dams É. S. ArgalL. N. Ryzhankova OriginalPaper Pages: 450 - 455
Technology of repeated grouting of concrete dams L. É. ProninaV. A. Ashikhmen OriginalPaper Pages: 456 - 461
New technology of sealing unstable cracks and joints of concrete dams V. G. Skokov BriefCommunication Pages: 462 - 463
Grout curtain of barrier structures at the Vilyui III hydroelectric station V. I. FedoseevI. N. Shishov OriginalPaper Pages: 464 - 470
Rheodynamics of plasticoviscous thixotropic grouts V. M. KorolevO. V. KorolevL. I. Malyshev OriginalPaper Pages: 480 - 487
Stability of the bottom and walls of holes during drilling in weak soils near existing structures P. U. Ponimatkin OriginalPaper Pages: 488 - 493
Certain problems of computer-aided design of tunnels M. G. BikineevYu. P. LysenkoS. B. Mukhamedzhanova OriginalPaper Pages: 494 - 499
Construction of the no. 1 hydraulic pressure tunnel with the use of the robbins tunneling machines Yu. F. PotapovN. N. Khmelev OriginalPaper Pages: 500 - 504
Characteristics of drilling and blasting operations when constructing hydroelectric stations on rock foundations A. E. Azarkovich OriginalPaper Pages: 505 - 510
New calculation method of providing seismic safety of blasts near protected objects M. I. Shuifer BriefCommunication Pages: 511 - 513