Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Ai Zhao Zhou"'
Publikováno v:
Journal of Marine Science and Engineering, Vol 11, Iss 9, p 1805 (2023)
Calcareous sand, a type of marine sediment formed from the skeletal remains of marine life, exhibits unique characteristics such as high porosity and fragility due to its biological origin. Particle breakage is a key attribute of calcareous sand. Giv
Externí odkaz:
https://doaj.org/article/46d7ee1a8ba940e3814d60565fa6c1bb
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
In this study, to support slope stability estimating engineering, the stability of a slope with cracks lying on two-layered slopes was investigated by a self-developed adaptive element limit analysis (AFELA) code. Upper bound (UB) and lower bound (LB
Externí odkaz:
https://doaj.org/article/235019359f57441aa1fc836180b33d58
Akademický článek
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Publikováno v:
Applied Mechanics and Materials. :559-563
The petroleum industry has been faced with the problem of flow-related erosion and corrosion during oil production and transportation for decades. In this paper, to characterize the flow behavior inside a pipe elbow, the RNG k-ε turbulence model wit
Autor:
Ying Cheng, Ai Zhao Zhou
Publikováno v:
Applied Mechanics and Materials. :341-346
This pape combined with the engineering example of a supporting muddy soil foundation pit,used the finite element numerical analysis method, discussed on mechanical deformation characteristics of the cement-soil pile and concrete pile composite retai
Publikováno v:
Applied Mechanics and Materials. :1880-1885
The characteristics of soft clay roadbed settlement prediction model are studied in this paper. Firstly, based on one-dimension soil consolidation theory, the shape of time-dependent settlement process curve was analysed. Then, Mathematical analysis
Publikováno v:
Applied Mechanics and Materials. :748-752
The formulas of critical edge pressure and critical load are usually developed by assuming Poisson’s ratio equal to 0.5. It means that the soil be in a triaxial equi-compression state. This assumption increases the lateral load of subsoil, and make
Publikováno v:
Applied Mechanics and Materials. :766-771
Soil is divided for finding the ultimate bearing capacity of foundation with given buried depth and size. Supposing a uniform load acts on the foundation, Mindlin’s integral formula and corner points method are used to get extra stress of every mes
Publikováno v:
Applied Mechanics and Materials. :299-304
Building is a complex and opening system, and settlement plays an important role in its safety. Settlement components of building are analyzed and their calculating methods are introduced. Based on growth of building settlement, three aspects of buil
Publikováno v:
Slope Stability, Retaining Walls, and Foundations.
Anti-slide behavior of road foundation under embankment is of great importance to embankment stability in expressway engineering. Three kinds of field tests on anti-slide behavior of one expressway soft foundation improved by deep- mixing-cement pile