International Journal of Trend in Scientific Research and Development (IJTSRD) Volume 4 Issue 1, December 2019 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470 @ IJTSRD | Unique Paper ID – IJTSRD29800 | Volume – 4 | Issue – 1 | November-December 2019 Page 1010 Study on Shallow and Deep Bin for a Constant Volume at Same Loading Condition a Review Rahul Patidar 1 , Nitesh Kushwaha 2 1 M. Tech. Scholar, 2 Professor, 1.2 Department of Civil Engineering, Millennium Institute of Technology & Science, Bhopal, Madhya Pradesh, India How to cite this paper: Rahul Patidar | Nitesh Kushwaha "Study on Shallow and Deep Bin for a Constant Volume at Same Loading Condition a Review" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-1, December 2019, pp.1010-1012, URL: www.ijtsrd.com/papers/ijtsrd29800.pdf Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0) INRODUCTION The bunkers and silos made of reinforced concrete have almost replaced the steel storage structures. Concrete bins possess less maintenance and other architectural qualities greater than steel storage tanks. They are used to store materials like grain, cereals, coal cement etc. They both serve the purpose of bins. Concept and difference between bunkers and silos are explained in the following sections: Bunkers are mainly employed for storage of underground dwellings. These are mainly related to emergency conditions during wars. The main two characteristics that make a bin to act as a bunker is based on the  Depth (H)  Angle of rupture Vertical walls Hopper Bottom Edge Beam (At the top level) Supporting Columns Fig.1.1 Structural Elements LITERATURE REVIEW 1. Adem Dogangun et al.2013, studied, reviewed and discussed the main factors which cause damages to the silos. They have presented the unusual modes of failure due to different unconventional loading and some escalating failures such as loss of the container, contamination of material it contains, environmental damage, replacement cost, possible injury and loss of life that occurred in various regions of the world. They also provided a review of specific silo failures due to explosion and bursting, asymmetrical loads imposed during filling or discharging, large & non uniform pressure under soil, corrosion and deterioration of silos, internal structural collapse and failures from several earthquakes. They made a unique research about silo failures and factors along with failures. They invented the reasons and causes for failures and suggested some remedial measures to prevent from failure. Some of the solutions are, a) To prevent explosion and bursting, monitor the internal pressure and gasses produced by the stored bulk material. b) To prevent the silo from dent, buckling and collapse, the potential asymmetric flow patterns caused by rat holes, flow channels, asymmetric loading patterns created during filling or discharging are to be considered in the design. c) Apart from that, while designing non uniform base pressure resulting from lateral loads, earthquake loads, potential asymmetrical material loads should be considered. d) For empty and light silos, the wind load may be effective and for heavier and tall silos, the horizontal seismic loads may be more critical. e) Finally poor insufficient reinforcement in supports or columns, corrosion of metal silos and deterioration of concrete silos due to silage acids aggravate the damage and lead to failure. 2. Mohamed T. Abdel Fattah et al.2013, made analysis of elevated concrete silos using finite - element solution. They have considered the filling process of saturated solids. In their analysis axis symmetric finite – element model is used to signify both the solids and structure. An elasto - plastic model is used for modelling of bulk solids and linear elastic model is used for modelling of structure. In their design to demonstrate both undrained IJTSRD29800