Annotated Bibliography: Articles Related to Rhetorical Strategies (Essay Sample)

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Annotated Bibliography
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S. Salamatpoor and S. Salamatpoor, Evaluation of Babolsar Sand Behavior by Using Static Triaxial Tests and Comparison with Case History, Najafabad: Islamic Azad University, 2014
S. Salamatpoor and S. Salamatpoor in their article, “Evaluation of Babolsar Sand Behavior by Using Static Triaxial Tests and Comparison with Case History, start with a recount of experiments to investigate the static liquefaction of sand. In the context of this article, the authors were historically influenced by the desire to construct multi-storey buildings in soils found in regions prone to seismic waves. This necessitated an urge to study and evaluate the various types of sand in the regions and establish how they responded to stresses and strains. They claim in the first paragraph of the main text that, triaxial tests can be employed to study the static liquefaction properties of sand.
The Salamatpoor start their experiment by selecting Babolsar natural sand. This sand if found in a region that is highly populated and commonly prone to earthquakes. The research or experimental methodologies are specified at the beginning. The shape factor (SF) is taken into account in determining the various aspects of the sand particles. The authors are specialists in the civil engineering practice and therefore, they bring out a vivid account of how experiments are to be carried out.
The purpose of these tests is to establish the shear stresses in soil, relative density, shear parameters, and the initial effective stresses. This journal was published in 2014 at the Islamic Azad University. This is in itself is an indication that the article is entirely scholarly and a good reference for young scholars aspiring to excel in the field of civil engineering.
The triaxial techniques used for this investigation include structure and electro mechanics techniques, use of pneumatic forces supplied by air, electronic data acquisition systems and sample preparation techniques together with the general planning of the experiment. The techniques and research methodologies employed in writing this article portray the writer as a professional in the field of civil engineering practice. The experiments are well designed and executed with the latest technologies.
After the experimental investigations, then come the results and discussions. The Salamatpoor choose to use the effects of load anisotropic to analyze the stresses in the sand particles and excess pore water pressure. They note in page 187 that, “…the specimens exhibit flow liquefaction behavior in which the static shear stress required for equilibrium are greater than available shear strength in steady-state condition.” The multi personas worked together as a team in compiling this article. They both do in-depth investigations of the Babolsar sand and compile their results based on the observations.
S. Salamatpoor and S. Salamatpoor had been influenced by the desire to design and construct a 15-storey building in earth quake prone areas. They under take on a mission to first of all investigate the nature and behavior of Babolsar sand which is the main sand in that region. As engineers, they feel that they should provide a solution to the challenges in the building and construction industry.
M. Ahmed, et al., 3D-Analysis of Soil-Structure Interaction in Layered Soil, Abha: Scientific Research Publishing Inc.
Contextually, this article was compiled with the sole purpose of analyzing the interplay between the soil field and the components of the building structures. Ahmed et al., in their article, “3D-Analysis of Soil-Structure Interaction in Layered Soil” give an account of the stresses and strains found within the structure of the soil field. They want to establish the interplay between the soil field and the building structure. Piled-Raft Foundation response is studied through parametric studies of the soil structure foundation. The article, 3D-Analysis of Soil-Structure Interaction in Layered Soil, by Ahmed et al was first received in 2014 September, revised the following month October 2014 and then accepted in 20th November 2014. The article is published by Scientific Research Publishing Inc. in King Khalid University. The authors are professionals from the faculty of engineering, civil engineering department. It is indeed a very informative piece of writing with a mouthful of information on the best practices of civil engineering. The authors chose to do a detailed analysis of different soil models so as assess the different responses and behavior to the effect of stresses and strains. Nonlinear Finite Element Methodologies play a major role in the analysis of the soil models. The writers employ sophisticated and up to date techniques in their analysis of the Piled-Raft Foundations. Ahmed et al, employ 3D Nonlinear Finite Element analyses in their evaluation and analysis of the Piled-Raft Foundation. This is done through use of PLAXISED FOUNDATION codes. The analysis is so clear that one does not need extra explanations. This makes the article a good bibliographic reference for any civil engineering practices.
The target audience for this article is the group of young engineers who are aspiring to achieve greater feats in the best practices of civil engineering. This text is a useful tool for many researchers who are or intending to do research in the civil engineering field. From the text in page 374, the authors point out that most research works done in this field have not considered the interactions between the soil-foundation analyses and the superstructure. The article therefore gives an insight into these interactions and how they are impacted on by the effect of shear stresses and strains. Anybody reading this article is likely to have a clear understanding of certain aspects of soil models. This is especially so in the case of those aspiring to do scholarly studies in this discipline of engineering. The article provides a bank of information and data analysis methodologies that are quite invaluable for studies of this nature. The article gives and builds up on the background knowledge in the field of civil engineering. In the compilation of this text, it appears that Ahmed et al., had the intention of sensitizing those who read this text. They do the analysis in a simple and easy-to-understand manner. They therefore had the expectation of making the audience get concerned on how civil engineering is practiced.
The exigency/need of this article is to purposely outline the various procedures used in the analysis of foundation soils and the soil field for Piled-Raft Foundations. In page 375, Ahmed et al., introduce a problem of erecting a 15-storey building with piled raft foundation. This problem triggers there need for analysis of different soil models to establish clearly how the soil models respond to various effects of shearing stresses and strains. Primarily, this article is intended to solve the riddle of erecting storey buildings in piled raft foundations. 3-D finite element soil models are simulated vividly and the effects of stresses and strains assessed. The authors are of Islamic origin from areas highly hit by seismic waves and/or earthquakes. This triggered them to do an analysis of various soil structures and particles to see the interaction that takes place between the Piled-Raft Foundation and the soil fields. The manner in whic