UGC Approved Journal no 63975(19)

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Published in:

Volume 9 Issue 8
August-2022
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR2208332


Registration ID:
501355

Page Number

d253-d259

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Title

Improvement the Geotechnical Properties of Clayey Soil by Mixing Plastic Waste

Abstract

Clayey soil gathered locally and two types of adjusted soil (clayey soil with 10% sand and clayey soil with 10% sand) Separately, 20 percent sand). These soils have been fortified with PET bottles that have been mixed at random. Strips with varying aspect ratios (length/width) of 1, 2, and 3 with a constant width of 5 mm. The strips were combined with 0.5 percent, 1 percent, 1.5 percent, and 2 percent by weight of each aspect ratio soil. The soil's shear strength measurements and consolidation qualities are being improved. The effects of adding PET bottle strips to the mix have been tested in the lab. The classification by conducting normal laboratory tests on soil fortified with PET bottle strips Atterberg's limits, grain size distribution, Proctor's standard test, and unconfined UU triaxial test and compressive strength test According to the findings of this investigation, the ideal In the case of soil compacted with energy, the percentage of PET bottle strip reinforcement is 1%. according to Proctor compaction standard As a result, the compressibility properties of In the laboratory, three different types of soil were combined with 1% PET bottle strips. In order to investigate the impact of increasing the bearing capacity of soil-based footings, Small scale model footing tests were carried out with small scale model footings reinforced with PET bottle strips. 5 cm and 10 cm square footings are available. The experiments were carried out using the original clayey. In the lab, with and without PET bottle strips, soil and two types of modified soils were tested. In the instance of PET bottle strip reinforcements, 1% PET bottle strips were used for various aspects of the tests.

Key Words

Clay soil, Plastic Waste

Cite This Article

"Improvement the Geotechnical Properties of Clayey Soil by Mixing Plastic Waste ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 8, page no.d253-d259, August-2022, Available :http://www.jetir.org/papers/JETIR2208332.pdf

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2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"Improvement the Geotechnical Properties of Clayey Soil by Mixing Plastic Waste ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 8, page no. ppd253-d259, August-2022, Available at : http://www.jetir.org/papers/JETIR2208332.pdf

Publication Details

Published Paper ID: JETIR2208332
Registration ID: 501355
Published In: Volume 9 | Issue 8 | Year August-2022
DOI (Digital Object Identifier):
Page No: d253-d259
Country: Kushinagar , Uttar Pradesh , India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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