Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Meixiang Gu"'
Publikováno v:
Materials, Vol 16, Iss 17, p 5737 (2023)
The tandem compound piles are a combination of a granular column in the deep section and a concrete pile in the shallow section. This method effectively utilizes the consolidation and densification effects of the granular column, as well as the cemen
Externí odkaz:
https://doaj.org/article/d2379b82ce404ff28a63c748d4aa9939
Publikováno v:
Frontiers in Materials, Vol 9 (2022)
The bearing capacity and deformation characteristics of floating stone columns were complicated and are not thoroughly understood. In the present study, a series of experimental model tests of floating stone columns under vertical plate loading was p
Externí odkaz:
https://doaj.org/article/ae66a41c885c45aa9db66dbd7eab07c4
Publikováno v:
Buildings, Vol 13, Iss 7, p 1609 (2023)
The ordinary (OSC) and geosynthetic-encased stone column (ESC) with different bearing strata significantly influenced its behavior. The paper established seven models for studying the behavior of floating stone columns using the finite difference met
Externí odkaz:
https://doaj.org/article/663349852b55452a826d1a53be7436a6
Publikováno v:
Buildings, Vol 12, Iss 11, p 1982 (2022)
In recent years, the high development of high-speed railway lines cross through areas with poor geological conditions, such as soft soil, offshore and low-lying marsh areas, resulting geotechnical problems, such as large settlements and reduction of
Externí odkaz:
https://doaj.org/article/0337a87cd2ee4adb890e90794cf4a2e3
Publikováno v:
Buildings, Vol 12, Iss 11, p 1988 (2022)
The three-dimensional finite difference method was used in this study to analyze the deformation and stresses of a passive pile under surcharge load in extensively deep soft soil. A three-dimensional numerical model was proposed and verified by a fie
Externí odkaz:
https://doaj.org/article/7dc940b4b1c64316938e229bace99752
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
Microbially induced calcite precipitation (MICP) is an effective and ecofriendly technology that utilizes the microbes-induced mineralization to improve foundation soils of the transportation infrastructure. The carbon fiber can be used along with th
Externí odkaz:
https://doaj.org/article/7bbf76060e3f49da97209d83a481357e
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
A novel method for calculating the vertical bearing capacity of prestressed pipe piles with the acceptable error was proposed and verified. Soils at the pile side and end were, respectively, simulated by an elastic-plastic model and a new double-line
Externí odkaz:
https://doaj.org/article/b0a2c9463eed420f819f7fb3a85bcfbc
Publikováno v:
Shipin Kexue, Vol 45, Iss 13, Pp 125-137 (2024)
In this study, Saccharomyces cerevisiae and non-Saccharomyces strains were isolated from sourdough. S. cerevisiae SQJ20, which had a stronger gas-producing capacity than commercial activated dry yeast, was selected from 78 strains of S. cerevisiae. W
Externí odkaz:
https://doaj.org/article/331b6c3eae72435d889e82cdb26ce9a4
Publikováno v:
Journal of Building Engineering. 71:106475