A Literature Review- Black Cotton Soil Reinforced with Solid Waste
Keywords:
Expansive soil, Silica fume, geocell, stone dust, black cotton soil, limeAbstract
Expansive soils have swelling properties which gives rise to problems in civil engineering. These soils have poor volume stability in the presence of water. Due to their poor geotechnical properties like swelling, shear strength, compressibility, change in moisture content these soil posse’s danger to the projects. In order to build safe structures, these characteristics of black cotton soil need to be modified and improved. However, due to increasing urbanization and based on availability of land for any mega project, it is unavoidable to do construction on expansive soils which are susceptible to damage due to various properties mentioned above. In order to mitigate such damage, it is essential to stabilize such soils using various techniques. Several methods for improving the above-mentioned properties have been investigated in this literature review study.
References
Dharan R; Effect of waste paper sludge ash on engineering behaviors of black cotton soils; International Journal of Earth Sciences and Engineering; 2016; 9(3); 188-91.
Kalkan E; Akbulut S; Improving of shear strength of natural clay liners from clay deposits NE Turkey; 3rd International Conference on Landslides, Slope Stability and the Safety of Infrastructures; 2002; 295–300.
Kalkan E; Akbulut S; The positive effects of silica fume on the permeability, swelling pressure and compressive strength of natural clay liners; Engineering Geology; 2004; 73, 145–156.
Kalkan E; Akbulut S; The positive effects of silica fume on the permeability, swelling pressure and compressive strength of natural clay liners; Engineering Geology; 2004; 73; 145–156.
Kalkan E; Bayraktutan S; Geotechnical evaluation of Turkish clay deposits: a case study in Northern Turkey; Environmental Geology; 2008; 55; 937–950.
Kalkan E; Influence of silica fume on the desiccation cracks of compacted clayey soils; Applied Clay Science; 2009a; 43; 296–302.
Kalkan E; Effects of silica fume on the geotechnical properties of fine-grained soils exposed to freeze and thaw; Cold Regions Science & Technology; 2009b; 58; 130–135.
Kalkan E; Impact of wetting–drying cycles on swelling behavior of clayey soils modified by silica fume; Applied Clay Science; 2011; 52; 345–352.
Kalkan E; Preparation of scrap tire rubber fiber-silica fume mixtures for modification of clayey soils; Applied Clay Science; 2013; 80-81; 117–125.
Latifi N; Meehan C; Strengthening of montmorillonitic and kaolinitic clays with calcium carbide residue: a sustainable additive for soil stabilization; In: Geotechnical frontiers; ASCE; 2017; https://doi.org/10.1061/9780784480441.017.
Sivasubramani P; Arya C; Karunya R; Jalaludeen N; Experimental study on stabilization of black cotton soil subgrade using bagasse ash and egg shell powder for design of flexible pavement; International Journal of ChemTech Research; 2017;10(8); 662-9.
Shukla RP; Parihar NS; Stabilization of black cotton soil using micro-fine slag.; Journal of The Institution of Engineers (India) Series A; 2016; 97(3); 299-306.
Gobinath R; Ganapathy GP; Akinwumi II; Kovendiran S; Hema S; Thangaraj M; Plasticity, strength, permeability and compressibility characteristics of black cotton soil stabilized with precipitated silica; Journal of Central South University, 2016; 23(10); 2688-94.
Butt WA; Gupta K; Jha JN; Strength behaviour of clay soil stabilized soil with saw dust ash; International Journal of Geo Engineering; 2016; 7:18; https://doi.org/10. 1186/s40703-016-0032-9.
Anupam AK; Kumar P; Ransingchung GD; Performance evaluation of structural properties for soil stabilized using rice husk ash; Road Materials and Pavement Design; 2014; 15(3); 539-53.
Al-Sharif MM; Attom MF; The use of burned sludge as a new stabilizing agent; In: National conference on environmental and pipeline engineering. ASCE; 2000; https://doi.org/10.1061/40507(282)42.
Mudgal A; Sarkar R; Sahu AK; Effect of lime and stone dust in the geotechnical properties of black cotton soil; International Journal of Geomate; 2014; Vol 7, 1033-1039.
Modak P.R; Nangare P.B; Nagrale S.D; Nalawade R.D; Chavhan V.S; Stabilization of Black Cotton Soil using admixtures; International Journal of Engineering and Innovative Technology; 2012; Vol. 1 No.5; 11-13.
Nadgouda K.A; Hegde R.A; The effect of lime stabilization on properties of Black Cotton Soil; proceeding; Indian Geotechnical Conference; 2010; 511-514.
Sharmer AK; Sivapullaiah PV; Improvement of Strength of expansive soil with waste granulated blast furnace slag; In: GeoCongress; 2012; ASCE; https://doi org/10.1061/9780784412121.402.
Chhaya N; Yadav RK; Singhai AK; Effect of Silica Fume on Engineering Properties of Black Cotton Soil; International Journal of Scientific and Engineering Research; 2013; 4 (8); 828-832.
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