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Causes, Prevention and Repair of Cracks in Building: A Review

Author(s):

Swaraj Markad , Jagdambha College Of Engineering & Technology , Yavatmal; Prof. Shruti Ladvikar, Jagdambha College Of Engineering & Technology , Yavatmal; Vishal Gadekar, Jagdambha College Of Engineering & Technology , Yavatmal; Snehal Parate, Jagdambha College Of Engineering & Technology , Yavatmal; Ajay Jadhao, Jagdambha College Of Engineering & Technology , Yavatmal

Keywords:

Causes, Prevention, Repair of Cracks in Building

Abstract

Building cracks are most common problem found in any type of building. The issue of Cracking the in building is turning into a troublesome bewilder for engineers these days. Breaking is an unavoidable reaction of any structure while creators are attempting to dispense with a considerable lot of the reasons for splitting and outline resistance for different components. We as a whole need our building basically protected however it isn't so natural. Some defective ventures amid development and some unavoidable reasons diverse kind of breaks begin to show up on different basic and non-basic parts of the building. Thus s, the auspicious ID of such breaks and embracing preventive measure are basic. The repair materials and repair procedure are distinctively relying on frames of splits as indicated by their situations in structure. A few kinds of splits genuinely require consideration as they are basically risky. In this, we will talk about the issue engineers are confronting i.e., of breaking after development and what preventive measures ought to be brought with the strategies to cure splits. The structural evaluation and additional soil investigation were carried out in order to assess the structural building capacity, foundation bearing capacity and soil swelling potential. The type of rehabilitation is proposed regarding investigation results that identified the cause of cracks. Indication that the crack was possibly caused by inadequate foundation bearing capacity, un proper dimension of beam and column of the structure in second floor and the shrinkage of mortar wall. The proposed repair method is to use mini pile and pile cap enlargement for improving its foundation bearing capacity, column concrete jacketing for some parts of its structure component and epoxy resin injection in the existed cracked wall.

Other Details

Paper ID: IJSRDV10I10152
Published in: Volume : 10, Issue : 1
Publication Date: 01/04/2022
Page(s): 148-151

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