Parametric Study of Sheet Pile Wall using ABAQUS
نویسندگان
چکیده
In the present study two-dimensional finite element analysis has been carried out on cantilever sheet pile wall using ABAQUS/Standard software to effect of different friction angles and its related parameters such as dilation angle, interfacial coefficient between soil-wall earth pressure distribution, deformation. From results obtained, it is found that there a significant decrease in deformation with an increase angle internal parameters. The obtained from shared unique relationship conventional method. Both showed similar linear behavior up certain percentage height then changed drastically lower portions wall. This trend seen both active well passive distribution for all frictional angle. Hence, after comparing differences exist methods, new coefficients method developed either side so derived can be used compute more reasonable distributions without carrying numerical minimal time computation. And also calculated this governing equation serve quick reference any decision regarding design Doi: 10.28991/cej-2021-03091638 Full Text: PDF
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ژورنال
عنوان ژورنال: Civil Engineering Journal
سال: 2021
ISSN: ['2676-6957', '2476-3055']
DOI: https://doi.org/10.28991/cej-2021-03091638