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

dc.contributor.author	Назаров Комил Игамбердиевич
dc.contributor.author	Хидоятов Захиджан Даливаевич
dc.contributor.author	Хидоятов Абдуллох Захиджон ўғли
dc.date.accessioned	2025-12-28T20:18:18Z
dc.date.issued	2023-04-30
dc.description.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.
dc.format	application/pdf
dc.identifier.uri	https://sjird.journalspark.org/index.php/sjird/article/view/631
dc.identifier.uri	https://asianeducationindex.com/handle/123456789/13488
dc.language.iso	eng
dc.publisher	Journals Park Publishing
dc.relation	https://sjird.journalspark.org/index.php/sjird/article/view/631/605
dc.source	Spectrum Journal of Innovation, Reforms and Development; Vol. 14 (2023); 221-226
dc.source	2751-1731
dc.subject	stamp, strength, ultimate strength, siltstone, shear, shear angle, cracks.
dc.title	ENGINEERING AND GEOTECHNICAL SURVEYS AT THE SITE OF THE MAIN STRUCTURES OF THE PSKEM HYDROELECTRIC POWER STATION ON THE PSKEM RIVER
dc.type	info:eu-repo/semantics/article
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	Peer-reviewed Article

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