Zobrazeno 1 - 10
of 43
pro vyhledávání: '"Tian-Hong Yang"'
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 11, Iss 1, Pp 2615-2633 (2020)
A numerical time-dependent deformation model of rock by incorporating the stress corrosion model into a three-dimensional discrete element code was established to investigate time-dependent deformation and fracture evolution of surrounding rock aroun
Externí odkaz:
https://doaj.org/article/dc8da9c1a5274a71b3fb5ed6af184434
Publikováno v:
Journal of Applied Mathematics, Vol 2013 (2013)
Joints often have important effects on seepage and elastic properties of jointed rock mass and therefore on the rock slope stability. In the present paper, a model for discrete jointed network is established using contact-free measurement technique a
Externí odkaz:
https://doaj.org/article/f060a4e87e2b43d6a9a07cbb2e121a59
Publikováno v:
World Journal of Clinical Cases
BACKGROUND With rapid and extensive administration of inactivated coronavirus disease 2019 (COVID-19) vaccine to the general population in China, it is crucial for clinicians to recognize neurological complications or other side effects associated wi
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 11, Iss 1, Pp 2615-2633 (2020)
A numerical time-dependent deformation model of rock by incorporating the stress corrosion model into a three-dimensional discrete element code was established to investigate time-dependent deformation and fracture evolution of surrounding rock aroun
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Publikováno v:
Geofluids. 2/7/2019, p1-11. 11p. 2 Diagrams, 6 Charts, 13 Graphs.
Autor:
Tian Hong Yang
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 861:052082
Publikováno v:
Oxidative Medicine & Cellular Longevity; 5/27/2022, p1-12, 12p
Publikováno v:
Applied Mechanics and Materials. :1998-2002
The purpose of slope stability evaluation was that, according to the slope engineering condition and constraints of mining technology, to study the deformation and failure rule of slope occurred by the change of stress field during the open-pit minin
Publikováno v:
Applied Mechanics and Materials. :937-940
With the STX-50 pneumatic-typed dynamic triaxial system, the undrained dynamic triaxial tests on the saturated cohesive soil are performed to study the dynamic strength properties. The changing process of the dynamic strength, backbone curve and the