caa a22 4500 477130038 CHVBK 20180405111702.0 cr unu---uuuuu 170330e19970101xx s 000 0 eng 10.1007/BF02767288 doi (NATIONALLICENCE)springer-10.1007/BF02767288 Penstocks of the Thac Mo hydroelectric station in Vietnam [Elektronische Daten] [V. Chernyavskii, V. German, A. Tuzman] Conclusions: 1. When designing pipelines on collapsing soils it is necessary to take into account the most unfavorable conditions from the viewpoint of bending of the pipeline—settlement of the intermediate supports every other one, all even or all odd. 2. In this case, if the amount of deflection of the penstock under load is less than the amount of settlement of the intermediate supports, it is necessary to take into account disconnection of the intermediate roller support from work. 3. Control assembly of members of the assembly links during manufacture of the oversize penstocks as well as quality control of the welded joints during enlargement are necessary conditions for achieving a high quality and eliminating losses of time during assembly. 4. To shorten the time of construction and assembly works, provided a thoroughly conducted geodetic survey, it is expedient to assemble the penstock from two sides—from the side of the water intake and from the side of the powerhouse. Plenum Publishing Corporation, 1997 Chernyavskii V. aut German V. aut Tuzman A. aut Hydrotechnical Construction Springer US 31/1(1997-01-01), 47-52 0018-8220 31:1<47 1997 31 10749 https://doi.org/10.1007/BF02767288 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02767288 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Chernyavskii V. aut NATIONALLICENCE 700 1- German V. aut NATIONALLICENCE 700 1- Tuzman A. aut NATIONALLICENCE 773 0- Hydrotechnical Construction Springer US 31/1(1997-01-01), 47-52 0018-8220 31:1<47 1997 31 10749 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer