STABILIZATION OF EXPANSIVE SOIL BY WASTE FIBER
Black cotton soil, waste fiber (polypropylene), Liquid limit ,Plastic limit and Compaction test.
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
"STABILIZATION OF EXPANSIVE SOIL BY WASTE FIBER", IJSDR - International Journal of Scientific Development and Research (www.IJSDR.org), ISSN:2455-2631, Vol.2, Issue 5, page no.54 - 56, April-2017, Available :https://ijsdr.org/papers/IJSDR1705011.pdf
Volume 2
Issue 5,
April-2017
Pages : 54 - 56
Paper Reg. ID: IJSDR_170314
Published Paper Id: IJSDR1705011
Downloads: 000347029
Research Area: Engineering
Country: nagpur, maharastra, India
ISSN: 2455-2631 | IMPACT FACTOR: 9.15 Calculated By Google Scholar | ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 9.15 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator
Publisher: IJSDR(IJ Publication) Janvi Wave