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Laboratory Investigation on Performance of Lime and Biochar on Vaikom Kari Soil
Authors
1Assistant Professor, Civil Engineering, IES College of Engineering, Kerala, India. 2PG Student, Geotechnical Engineering, IES College of Engineering, Kerala, India.
Article Information
- DOI
- No DOI
- Organised By
- IES College of Engineering
- Conference Date
- 15 May 2023
- Pages
- 104-109
- Article Type
- Research Article
- Check for updates
- No DOI available for cross-reference
References
[1] Sujith Kumar Dash, Ph.D.; and ,Monowar Hussain 2012 Ph.D.“Lime Stabilization of Soils: Reappraisal” ASCE journal.
[2] A. Eissa et. al (2007)“Improving the Properties of Soft Clay Using Cement, Slag, and Nanosilica: Experimental and Statistical
Modeling” ASCE journal.
[3] Albert C Alex et. al“Stabilization of expansive soil with quick lime”IRJET:2395-0072.
[4] Sanjeev Yadav et. al (2022) “stabilization of expansive soil employing activated fly ash” IRJET journal 09.
[5] Black J A et. al (2007). “Reinforced stone columns in weak deposit laboratory model study”. ASCE, 133, 1154-1161.
[6] Anas Ali et. Al (2019)“Mitigation of effect of sulphate in lime stabilized Marine clay”. IRJET.
[7] Iqbal Javeed Lone et. Al(2022) “Sol stabilization of black cotton soil using lime and wood ash”. IRJET ,Volume:09.
[8] A Roohbakshan et. al “Stabilization of clay with lime and waste stone powde”. IRJET journal geotechnical and geoenvironmental
engineering , 48pp163-165.
[9] Subhradeep Dhar et. al (2012) “ The strength and microstructural behavior of lime stabilized soil in road construction”. IJRET
[10] M Ahmad, S. S Lee, et. al (2017)“Biochar-induced changes in soil properties affected immobilization/mobilization of
metals/metalloids in contaminated soils” 2017 Journal on soil and sediments(3) PP:717-724
[11] S. Huije , et. al (2016)“Stabilisation of nanoscale zero-valent iron with biochar for enhanced transport and in-situ remediation of
hexavalent chromium in soil” , Journal on environmental pollution214, July, PP: 94-100.
[12] V. Aishwaryalakshmi et. Al(2017) “UNCONFINED COMPRESSIVE STRENGTH BEHAVIOR OF SOIL STABILIZED BY VARIOUS
FIBER COMBINATIONS – ACOMPARATIVE STUDY”
[13] Huat, B.B. K., (2004), “ Organic and Peat Soils Engineering”, University Putra Malaysia.
[14] Helen Åhnberg. (2006). “Strength of Stabilized Soils. A Laboratory Study on Clays and Organic Soils Stabilized with Different Types
of Binder”. Swedish Geotechnical Institute.
[15] Bhasin, N.K et. al.,(1978) “Lime requirement in soil stabilization”, Highway research board bulletin, No. 7, pp 15-26.
[16] Chan, et. al (2008). "Using poultry litter biochars as soil amendments " Australian Journal of Soil Research 46, 437-444.
[17] T. Alexander et. al,(2010) “environmental perspective of kuttanad wetland with special reference to kainakari panchayat” Journal of
Basic and Applied Biology, 4(3)..
[18] Carlsten, et. al (1988) “Geotechnical properties of peat and up-to-date methods for design and constrtiction on peat”. State of the Art
Report. International Conference on Peat.
[19] ASTM Standard D1997 (2013): Standard test method for laboratory determination of the fibre content of peat samples by dry mass”.
ASTM international Online at: https://www.astm.org, accessed 17/03/2015.
[20] Axelsson K et. al, (2002) “Stabilization of organic soils by cement and pozzolanic reactions–feasibility study”. Swedish Deep
Stabilization Research Centre, National Deep Mixing Program 3:1–51.
[2] A. Eissa et. al (2007)“Improving the Properties of Soft Clay Using Cement, Slag, and Nanosilica: Experimental and Statistical
Modeling” ASCE journal.
[3] Albert C Alex et. al“Stabilization of expansive soil with quick lime”IRJET:2395-0072.
[4] Sanjeev Yadav et. al (2022) “stabilization of expansive soil employing activated fly ash” IRJET journal 09.
[5] Black J A et. al (2007). “Reinforced stone columns in weak deposit laboratory model study”. ASCE, 133, 1154-1161.
[6] Anas Ali et. Al (2019)“Mitigation of effect of sulphate in lime stabilized Marine clay”. IRJET.
[7] Iqbal Javeed Lone et. Al(2022) “Sol stabilization of black cotton soil using lime and wood ash”. IRJET ,Volume:09.
[8] A Roohbakshan et. al “Stabilization of clay with lime and waste stone powde”. IRJET journal geotechnical and geoenvironmental
engineering , 48pp163-165.
[9] Subhradeep Dhar et. al (2012) “ The strength and microstructural behavior of lime stabilized soil in road construction”. IJRET
[10] M Ahmad, S. S Lee, et. al (2017)“Biochar-induced changes in soil properties affected immobilization/mobilization of
metals/metalloids in contaminated soils” 2017 Journal on soil and sediments(3) PP:717-724
[11] S. Huije , et. al (2016)“Stabilisation of nanoscale zero-valent iron with biochar for enhanced transport and in-situ remediation of
hexavalent chromium in soil” , Journal on environmental pollution214, July, PP: 94-100.
[12] V. Aishwaryalakshmi et. Al(2017) “UNCONFINED COMPRESSIVE STRENGTH BEHAVIOR OF SOIL STABILIZED BY VARIOUS
FIBER COMBINATIONS – ACOMPARATIVE STUDY”
[13] Huat, B.B. K., (2004), “ Organic and Peat Soils Engineering”, University Putra Malaysia.
[14] Helen Åhnberg. (2006). “Strength of Stabilized Soils. A Laboratory Study on Clays and Organic Soils Stabilized with Different Types
of Binder”. Swedish Geotechnical Institute.
[15] Bhasin, N.K et. al.,(1978) “Lime requirement in soil stabilization”, Highway research board bulletin, No. 7, pp 15-26.
[16] Chan, et. al (2008). "Using poultry litter biochars as soil amendments " Australian Journal of Soil Research 46, 437-444.
[17] T. Alexander et. al,(2010) “environmental perspective of kuttanad wetland with special reference to kainakari panchayat” Journal of
Basic and Applied Biology, 4(3)..
[18] Carlsten, et. al (1988) “Geotechnical properties of peat and up-to-date methods for design and constrtiction on peat”. State of the Art
Report. International Conference on Peat.
[19] ASTM Standard D1997 (2013): Standard test method for laboratory determination of the fibre content of peat samples by dry mass”.
ASTM international Online at: https://www.astm.org, accessed 17/03/2015.
[20] Axelsson K et. al, (2002) “Stabilization of organic soils by cement and pozzolanic reactions–feasibility study”. Swedish Deep
Stabilization Research Centre, National Deep Mixing Program 3:1–51.
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