ENGINEERING AND GEOTECHNICAL SURVEYS AT THE SITE OF THE MAIN STRUCTURES OF THE PSKEM HYDROELECTRIC POWER STATION ON THE PSKEM RIVER

Authors

  • Назаров Комил Игамбердиевич доктор философии по техническим наукам (PhD) Зам.директора Ооо «Республиканиский Центр Инженерных Изысканий И Лаборторных Исследований»
  • Хидоятов Захиджан Даливаевич доц, кафедры “Гидротехнические сооружения, основания и фундаменты” ТАСУ
  • Хидоятов Абдуллох Захиджон ўғли Инженер Ооо «Республиканиский Центр Инженерных Изысканий И Лаборторных Исследований»

Keywords:

stamp, strength, ultimate strength, siltstone, shear, shear angle, cracks.

Abstract

This paper presents the results of geomechanical studies of the siltstone massif carried out in the right-bank experimental adit at the site of the Pskemskaya HPP dam. Primary shear experiments were carried out at the following 6 normal pressures on the stamp σ: 0.5 MPa; 1.0 MPa; 1.5 MPa; 2.0 MPa, 2.5 MPa and 3.0 MPa.

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Published

2023-04-30

Issue

Vol. 14 (2023)

Section

Articles

How to Cite

ENGINEERING AND GEOTECHNICAL SURVEYS AT THE SITE OF THE MAIN STRUCTURES OF THE PSKEM HYDROELECTRIC POWER STATION ON THE PSKEM RIVER. (2023). Spectrum Journal of Innovation, Reforms and Development, 14, 221-226. https://sjird.journalspark.org/index.php/sjird/article/view/631