Zobrazeno 1 - 10
of 489
pro vyhledávání: '"Dry/wet cycles"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 9, Pp 3673-3695 (2024)
Due to climatic factors and rapid urbanization, the soil in the Loess Plateau， China, experiences the coupled effects of dry-wet cycles and chemical contamination. Understanding the mechanical behavior and corresponding microstructural evolution of
Externí odkaz:
https://doaj.org/article/b3b4485cf0d547ae9b86e907d11c2091
Publikováno v:
International Journal of Mining Science and Technology, Vol 34, Iss 5, Pp 655-679 (2024)
Underground pumped storage power plant (UPSP) is an innovative concept for space recycling of abandoned mines. Its realization requires better understanding of the dynamic performance and durability of reservoir rock. This paper conducted ultrasonic
Externí odkaz:
https://doaj.org/article/d149684db72242ab8d21cd1598f615dd
Publikováno v:
Soils and Foundations, Vol 64, Iss 6, Pp 101519- (2024)
Silty-fine sand in the Yellow River floodplain is prone to geological hazards such as collapse, subsidence, gushing water, and sand routing triggered by groundwater seepage. As a new type of grouting material, permeable polymer is effective for solvi
Externí odkaz:
https://doaj.org/article/5df2cdd6ed444819aa59df164da0ef32
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 15, Iss 1 (2024)
AbstractThe selection of structural strength indicators is of utmost importance for slope engineering safety. This paper, with the backdrop of the destruction of high liquid limit clay layers in the Huai River slope, aims to investigate the influence
Externí odkaz:
https://doaj.org/article/265b5c62fd424dd6b26459db87456168
Publikováno v:
Fractal and Fractional, Vol 8, Iss 8, p 459 (2024)
In order to better understand the shear creep behavior of weak interlayers (carbonaceous shale) under the coupling effect of the rainfall dry–wet cycle and blasting vibration, as well as quantitatively characterize the coupled damage of the rainfal
Externí odkaz:
https://doaj.org/article/af91b89896414376854fe3b91b83ace9
Publikováno v:
Science and Engineering of Composite Materials, Vol 30, Iss 1, Pp 64-71 (2023)
In this study, the dry–wet cycle test of chloride salt was carried out on aeolian sand concrete with different contents, and the chloride ion content in aeolian sand concrete was determined by taking powder from different depths on one side of the
Externí odkaz:
https://doaj.org/article/0cfaa248e33245e1babd97947b1e3dd5
Publikováno v:
Life, Vol 14, Iss 4, p 472 (2024)
Drying–wetting cycles play a crucial role in the investigation of the origin of life as processes that both concentrate and induce the supramolecular assembly and polymerization of biomolecular building blocks, such as nucleotides and amino acids.
Externí odkaz:
https://doaj.org/article/66074d0b4e464ca5bc96bbbc457b9026
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 13, Iss 1, Pp 2911-2924 (2022)
There are many factors that induce landslides on the reservoir banks, including periodically changing reservoir water level, rainfall and micro-seismic in the reservoir area. To study the evolution process of the reservoir bank landslide with a weak
Externí odkaz:
https://doaj.org/article/86451c8149d54c3284a4edd81a7fb773
Publikováno v:
Case Studies in Construction Materials, Vol 18, Iss , Pp e02151- (2023)
As a new type of lightweight filling material, EPS (Expanded polystyrene) cement soil often faces the effects of chloride erosion and dry-wet cycles in engineering. Therefore, based on the Hopkinson pressure bar test, this study analyzes the dynamic
Externí odkaz:
https://doaj.org/article/35a3489c188e46f49c8db476f7394a4a
Publikováno v:
Case Studies in Construction Materials, Vol 18, Iss , Pp e02169- (2023)
The effects of cementitious materials used in the early conservation of stony cultural heritage on sandstones have yet to be clarified. The impact of cementitious materials on mechanical and physicochemical properties was investigated by designing sa
Externí odkaz:
https://doaj.org/article/188707145c6b4911bffe3e0537579013