This paper is published in Volume 2, Issue 3, 2017
Area
GEO-Technical Engineering
Author
Chethan .K
Org/Univ
PA College Of Engineering, India
Keywords
Laterite Soil, Expensive Soil, Textile Effluent, Liquid Limit, Plastic Limit, Compaction Test, Ucs.
Citations
IEEE
Chethan .K. The Effect of Industrial Textile Effluent Interaction with both Laterite Soil and Expansive Soil, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARnD.com.
APA
Chethan .K (2017). The Effect of Industrial Textile Effluent Interaction with both Laterite Soil and Expansive Soil. International Journal of Advance Research, Ideas and Innovations in Technology, 2(3) www.IJARnD.com.
MLA
Chethan .K. "The Effect of Industrial Textile Effluent Interaction with both Laterite Soil and Expansive Soil." International Journal of Advance Research, Ideas and Innovations in Technology 2.3 (2017). www.IJARnD.com.
Chethan .K. The Effect of Industrial Textile Effluent Interaction with both Laterite Soil and Expansive Soil, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARnD.com.
APA
Chethan .K (2017). The Effect of Industrial Textile Effluent Interaction with both Laterite Soil and Expansive Soil. International Journal of Advance Research, Ideas and Innovations in Technology, 2(3) www.IJARnD.com.
MLA
Chethan .K. "The Effect of Industrial Textile Effluent Interaction with both Laterite Soil and Expansive Soil." International Journal of Advance Research, Ideas and Innovations in Technology 2.3 (2017). www.IJARnD.com.
Abstract
Industries are important role in the growth of the country on technology and economy part of it, at the same time it disposal hazards waste effluents after industrial processing, this may lead to environmental pollution and it is very dangers to human health, hence an attempt is made to control the environmental pollution by using industrial waste product into useful work, this is done by mixing the waste industrial effluent or particularly textile effluents to expensive and laterite soil in order to increment of strength characteristics of the soil, in this research work the Atterburg limit, free swelling, compaction values, optimum moisture content(OMC), and maximum dry density(MDD) and also Unconfined Compressive Strength (UCS) for both expensive soil and laterite soil have been evaluated by mixing various percentage (0%, 20%, 40%, 60%, 80% and 100%) of textile effluents with a time period of zero to fifteen days, based on the experimental results made a comparative study in order to conclude the better performance soil for usage. From the investigation, it is observed that textile effluent is more effective for laterite soil compares to the expensive soil.Industries are important role in the growth of the country on technology and economy part of it, at the same time it disposal hazards waste effluents after industrial processing, this may lead to environmental pollution and it is very dangers to human health, hence an attempt is made to control the environmental pollution by using industrial waste product into useful work, this is done by mixing the waste industrial effluent or particularly textile effluents to expensive and laterite soil in order to increment of strength characteristics of the soil, in this research work the Atterburg limit, free swelling, compaction values, optimum moisture content(OMC), and maximum dry density(MDD) and also Unconfined Compressive Strength (UCS) for both expensive soil and laterite soil have been evaluated by mixing various percentage (0%, 20%, 40%, 60%, 80% and 100%) of textile effluents with a time period of zero to fifteen days, based on the experimental results made a comparative study in order to conclude the better performance soil for usage. From the investigation, it is observed that textile effluent is more effective for laterite soil compares to the expensive soil.
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