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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM53428

Different Soil Pressure Studies of Prefabricated and RCC Wall Constructions

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM53428

Volume:

9 |

11 |

Nov 2025

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
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Not assigned

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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MSCKDVVS

Mr. Sujit Chandrakant Kawade1 Dr. V. V. Shelar2

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Abstract

The widespread use of retaining walls has stimulated research into new wall construction techniques that are acceptable, clean, fast and cost-effective. Among several innovations, the technique of joining bricks without mortar is extremely promising. This will be easiest with the concept and implementation of the sustainability of the wall against the stresses caused by land use. Retaining walls are medium-rigid structures designed to retain soil laterally so that it can be held at different levels on either side. The ANSYS software tool is used to test the strength properties of these walls. Similarly, using the unique interlocking building block below not only reduces the amount of human labor required, but also increases performance. These blocks are easily portable from one place to another. This article is developed for the construction of such interlocking masonry, specifically how to increase the speed of wall construction, the effects of brick laying on the accuracy of wall alignment and wall guidance (recommended deformation, deformation) under lateral stress. This study includes analysis of interlocking precast structural block retaining wall and evaluation of precast RCC wall for a range of design parameters.

KEYWORDS

Retaining Wall Integrated (Precast) SSI ANSYS soil Pressure.

Cite This Article

Mr. Sujit Chandrakant Kawade1 Dr. V. V. Shelar2, "Different Soil Pressure Studies of Prefabricated and RCC Wall Constructions," International Journal of Scientific Research in Engineering and Management, vol. 9, no. 11, Nov 2025.

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4/10/2025

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Review Rounds: 2

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The authors declare no conflict of interest related to this research work.

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