Papers by Yeasir Ahmed Fahim
A time series is a collection of observations of well-defined data items obtained through repeate... more A time series is a collection of observations of well-defined data items obtained through repeated measurements over time. For example, measuring the value of retail sales each month of the year would comprise a time series. This is because sales revenue is well defined, and consistently measured at equally spaced intervals. Data collected irregularly or only once are not time series.
Teaching Documents by Yeasir Ahmed Fahim
Thesis Chapters by Yeasir Ahmed Fahim
Finite Element Analysis of Elastic Settlement for Shallow Foundation, 2019
The settlement analysis of shallow foundation has always been one of the subjects of major intere... more The settlement analysis of shallow foundation has always been one of the subjects of major interest in soil mechanics and foundation engineering. Elastic settlement is necessary to design against both bearing capacity failure and excessive settlement. This parametric analysis was done to identify the variation of elastic settlement due to change in normal stress, footing size, foundation type, column size etc. This thesis was done to gain more knowledge on the behavior of elastic settlement of various shallow foundations on the basis of parametric analysis by using Finite Element Analysis Software ‘’Geostru’’. The case study of this thesis is based on three soil tests report from Uttara, Mohammadpur and Mymensingh. We have used twelve boreholes from these different locations. In this research, applied normal stresses 300 〖KN/m〗^2 to 1500 〖KN/m〗^2. The result shows average value of elastic settlement 59.17 mm (at center) and 13.74 mm (at corner) for maximum normal stress 1500 〖KN/m〗^2.
Keywords: Elastic settlement, Finite element method (FEM), Shallow foundation.
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Papers by Yeasir Ahmed Fahim
Teaching Documents by Yeasir Ahmed Fahim
Thesis Chapters by Yeasir Ahmed Fahim
Keywords: Elastic settlement, Finite element method (FEM), Shallow foundation.
Keywords: Elastic settlement, Finite element method (FEM), Shallow foundation.