Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Yue Xin She"'
Publikováno v:
Applied Mechanics and Materials. :107-110
The foundation on slope problem is a special case of the very large bearing capacity problem. Researchers have studied the bearing capacity of slopes as such problems arise quite frequently in practice. The aim of this paper is to study the effect th
Publikováno v:
Applied Mechanics and Materials. :1123-1127
For projects, especially large-scale projects, due to the long time of project construction, the construction of the complexity of the geological conditions, sometimes inevitably lead to quality defects.How scientific and reasonable quality defects h
Publikováno v:
Advanced Materials Research. :699-703
An Experimental testing program was undertaken using full-scale specimen of seven reinforced concrete columns, one of which was employed as control without corrosion, and the other six of which were corroded in different degree. The test results indi
Publikováno v:
Applied Mechanics and Materials. :1617-1621
The parameters of dynamic compaction impacting on consolidation effect such as fall-height of hammer, impact mode, impact space, etc. are analysed by dynamic FEM method. The method of choosing parameters of dynamic compaction and consolidation effect
Publikováno v:
Applied Mechanics and Materials. :1099-1103
This paper presents the influence of the appropriate polypropylene fibers on the performance of cement concrete pavement. The experimental results show that the fibers can obviously reduce cracks and improve the mechanical performance and durability
Publikováno v:
Applied Mechanics and Materials. :1355-1358
The working mechanism of branch pile under vertical load is studied based on digital image correlation method in model test. Bearing capacity and deformation characteristics of equal-diameter pile and branch pile are obtained during the analysis. The
Publikováno v:
Advanced Materials Research. :1669-1673
Beipan River Bridge is located on the Beipan River Grand Canyon in the middle of Yunnan-Guizhou Plateau. The bridge pile, diameter of 2.8m, subjects to the vertical load design value of 58000KN, the thickness embedded in the breeze rock more than 85%
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