Numerical simulation and analysis of crack disease in tunnel lining structure
نویسندگان
چکیده
Tunnel construction in China is increasing year by year. With the passage of time, will usher peak period tunnel engineering repair, and it vital to study advance influential nature lining crack disease as well management measures. By summarising a large amount relevant literature, this paper analyses main locations where cracks are generated linings. Through method finite element numerical analysis, 24 cases different widths depths were modelled calculated for each location vaults, shoulders side walls, respectively, analyse influence on internal forces deformation lining. The shows that stress concentration around tip decreases with increase width, while increases depth. stresses other parts after created, which has deteriorating effect load-bearing capacity stability structure. width depth, sinking vault heaving back arch increase, especially when large, but cracking less lateral Compared top shoulder arch, walls have more pronounced distribution cracks.
منابع مشابه
Numerical simulation of water entry of tunnel cross section with different deadrise angles and tunnel radiuses
This study deals with the numerical modeling of symmetrical water entry of tunneled sections. In this study, firstly, the water entry problem of a wedge section without tunnel in four different deadrise angles was numerically modeled. The obtained results related to the pressure distribution on these sections and the maximum pressure have been compared with the experiment results. In the next s...
متن کاملthe stady and analysis of rice agroclimatology in lenjan
the west of esfahan province, iran, is one of the most important agricultural areas throughout the country due to the climate variability and life-giving water of zayanderood river. rice is one of the major and economic crops in this area. the most important climatic elements in agricultural activities which should be considered include temperature, relative humidity, precipitation and wind. so...
15 صفحه اولEffect of Segmental Joint on Internal Forces in Tunnel Lining under Seismic Loading by Numerical Method
Although segmental tunnel linings are often used for seismic areas, the influence of segment joints on the segmental lining behavior under seismic loading has not been thoroughly considered in the literature. This paper presents the results of a numerical study investigating the effects of the rotational, axial, and radial joint stiffness of the longitudinal joints on the structural force...
متن کاملA numerical analysis of effect of segmental lining joints on tunnel support internal forces under seismic loading
During an earthquake, the better performance of segmental tunnel lining, compared to the continuous in-cast concrete lining, is generally related to the joints between segments. In order to better understand the influence of the segment joints, their effect on the internal forces induced in tunnel lining simultaneously with the effects of the other influential parameters should be considered. I...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Frontiers in Materials
سال: 2022
ISSN: ['2296-8016']
DOI: https://doi.org/10.3389/fmats.2022.1007855