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Performance evaluation of fly ash and calcium carbonate in red soil as landfill liner
Authors
1 PG Student, Dept. of Civil Engineering, IES College of Engineering, Chittilappilly, Thrissur, Kerala, India. 2Assistant Professor, Dept. of Civil Engineering, IES College of Engineering, Chittilappilly, Thrissur, Kerala, India.
Article Information
- DOI
- No DOI
- Organised By
- IES College of Engineering
- Conference Date
- 15 May 2023
- Pages
- 07-15
- Article Type
- Research Article
- Check for updates
- No DOI available for cross-reference
References
1. Paul J.VendaOliveria,LuisD.Freitas,JoaoP.S.F.Carmona‘‘Effect of Soil Type on the EnzymaticCalcium Carbonate Precipitation
Process Used for Soil Improvement” J. Geotech. Engrg., ASCE, 29(7), 1943-55.
2. Phanikumar .B.R,radheys.sharma, ‘‘ Effect of Fly Ash on Engineering Properties of Expansive Soils” J. Geotech. Engrg., ASCE,
130(7), 1943-5606.
3. Neupane, D., Yasuhara, H., Kinoshita, N., and Unno, T. (2013).‘‘ Applicability of enzymatic calcium carbonate precipitation as a soil-
strengthening technique”. Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 139(12), 2201-2211.
4. Burbank, M., Weaver, T., Lewis, R., Williams, T., Williams, B., and Crawford, R. (2013). ‘‘ Geotechnical tests of sands following
bioinduced calcite precipitation catalyzed by indigenous bacteria.”Journal of Geotechnical and Geoenvironmental Engineering
(ASCE), 139(6), 928-936.
5. Benson, C., and Daniel, D. (1990). ‘‘Influence of clods on hydraulic conductivity of compacted clay.’’ J. Geotech. Engrg., ASCE,
116(8), 1231–1248.
6. Benson, C., and Daniel, D. (1994). ‘‘Minimum thickness of compacted soil liners: II. Analysis and case histories.’’ J. Geotech.
Engrg., ASCE, 120(1), 153–172.
7. Blotz, L., Benson, C., and Boutwell, G. (1998). ‘‘Estimating optimum water content and maximum dry unit weight for compacted
clays.’’ J. Geotech. andGeoenvir. Engrg., ASCE, 124(9), 907–912.
8. Boutwell, G., and Hedges, S. (1989). ‘‘Evaluation of water-retention liners by multivariate statistics.’’ Proc., 12th ICSMFE, Balkema,
Rotterdam, The Netherlands, 815–818.
9. Daniel, D. (1989). ‘‘In situ hydraulic conductivity tests for compacted clays.’’ J. Geotech. Engrg., ASCE,115(9),1205–1227.
10. 10.VanPaassen, L. A., Ghose, R., van der Linden,T. J. M., van der Star, W. R. L., and vanLoosdrecht, M. C. M. (2010a). ‘‘
Quantifyingbiomediated ground improvement by ureolysis: largescalebiogrout experiment. ” Journal of Geotechnical and
Geoenvironmental Engineering (ASCE),136(12), 1721– 1728.
Process Used for Soil Improvement” J. Geotech. Engrg., ASCE, 29(7), 1943-55.
2. Phanikumar .B.R,radheys.sharma, ‘‘ Effect of Fly Ash on Engineering Properties of Expansive Soils” J. Geotech. Engrg., ASCE,
130(7), 1943-5606.
3. Neupane, D., Yasuhara, H., Kinoshita, N., and Unno, T. (2013).‘‘ Applicability of enzymatic calcium carbonate precipitation as a soil-
strengthening technique”. Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 139(12), 2201-2211.
4. Burbank, M., Weaver, T., Lewis, R., Williams, T., Williams, B., and Crawford, R. (2013). ‘‘ Geotechnical tests of sands following
bioinduced calcite precipitation catalyzed by indigenous bacteria.”Journal of Geotechnical and Geoenvironmental Engineering
(ASCE), 139(6), 928-936.
5. Benson, C., and Daniel, D. (1990). ‘‘Influence of clods on hydraulic conductivity of compacted clay.’’ J. Geotech. Engrg., ASCE,
116(8), 1231–1248.
6. Benson, C., and Daniel, D. (1994). ‘‘Minimum thickness of compacted soil liners: II. Analysis and case histories.’’ J. Geotech.
Engrg., ASCE, 120(1), 153–172.
7. Blotz, L., Benson, C., and Boutwell, G. (1998). ‘‘Estimating optimum water content and maximum dry unit weight for compacted
clays.’’ J. Geotech. andGeoenvir. Engrg., ASCE, 124(9), 907–912.
8. Boutwell, G., and Hedges, S. (1989). ‘‘Evaluation of water-retention liners by multivariate statistics.’’ Proc., 12th ICSMFE, Balkema,
Rotterdam, The Netherlands, 815–818.
9. Daniel, D. (1989). ‘‘In situ hydraulic conductivity tests for compacted clays.’’ J. Geotech. Engrg., ASCE,115(9),1205–1227.
10. 10.VanPaassen, L. A., Ghose, R., van der Linden,T. J. M., van der Star, W. R. L., and vanLoosdrecht, M. C. M. (2010a). ‘‘
Quantifyingbiomediated ground improvement by ureolysis: largescalebiogrout experiment. ” Journal of Geotechnical and
Geoenvironmental Engineering (ASCE),136(12), 1721– 1728.
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