INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH International Peer Reviewed & Refereed Journals, Open Access Journal ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
open access , Peer-reviewed, and Refereed Journals, Impact factor 8.15
Soil is very important part of engineering materials almost every construction build there but some9 type of soil should not bear the load so we need to improve there properties. The new technique of soil stabilization can be effectively used to meet the challenges of society to remove waste material The main objective of this study is to investigate the use of waste fiber material in geotechnical application and to evaluate the effect of waste polypropylene fibers on shear strength of soft clay by carrying out shear strength test of different soil samples so the effectiveness of fiber as a replacement for deep foundation
Keywords:
Black cotton soil, waste fiber (polypropylene), Liquid limit ,Plastic limit and Compaction test.
Cite Article:
"STABILIZATION OF EXPANSIVE SOIL BY WASTE FIBER", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.2, Issue 5, page no.54 - 56, April-2017, Available :http://www.ijsdr.org/papers/IJSDR1705011.pdf
Downloads:
000337077
Publication Details:
Published Paper ID: IJSDR1705011
Registration ID:170314
Published In: Volume 2 Issue 5, April-2017
DOI (Digital Object Identifier):
Page No: 54 - 56
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631
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