References
[1]. Aggarwal, K. P. (2016). Delhi a Role Model of Urban India: Part 1. New Delhi: Educreation Publishing.
[2]. Bureau of Indian Standards. (1970). Purposes, Classification and Identification of Soils for General Engineering (IS 1498: 1970). New Delhi, India.
[3]. Bureau of Indian Standards. (1968). Methods of Tests for stabilized soils: Wetting and drying, and Freezing and thawing tests for compacted soil-cement mixtures (IS 4332 Part 4: 1968). New Delhi, India.
[4]. Bureau of Indian Standards. (1980). Specifications for Determination of Water Content, Dry Density Relation using Light Compaction of Soil (IS 2720 Part 7: 1980). New Delhi, India.
[5]. Bureau of Indian Standards. (1985). Methods of test for soils: Determination of Liquid Limit and Plastic Limit (IS 2720 Part 5: 1985). New Delhi, India.
[6]. Bureau of Indian Standards. (1985). Methods of test for soils: Grain Size Analysis (IS 2720 Part 4: 1985). New Delhi, India.
[7]. Bureau of Indian Standards. (1987). Method of test for soils: Laboratory Determination of CBR (IS 2720 Part 16: 1987). New Delhi, India.
[8]. Bureau of Indian Standards. (1987). Methods of test for soils: Determination of Organic Matter (IS 2720 Part 22: 1987). New Delhi, India.
[9]. Bureau of Indian Standards. (2002). Methods of test for soils: Determination of Specific Gravity (IS 2720 Part 3: 2002). New Delhi, India.
[10]. Bureau of Indian Standards. (2006). Methods of test for soils: Determination of Unconfined Compressive Strength (IS 2720 Part 10: 2006). New Delhi, India.
[11]. Bureau of Indian Standards. (2006). Methods of Tests for stabilized soils: Determination of Unconfined Compressive Strength of Stabilized Soils (IS 4332 Part 5: 2006). New Delhi, India.
[12]. Bureau of Indian Standards. (2010). Methods of Tests for Stabilized Soils: Test for Determination of Moisture Content–Dry Density Relation for Stabilized Soil Mixtures (IS 4332 Part 3: 2010). New Delhi, India.
[13]. EPA. (n.d). Toxicity Characteristics Leaching Procedure and Characteristics Wastes (D-Codes). Retrieved from http://www.ehso.com/cssepa/TCLP.htm
[14]. Gupta, A., Arora, V. K., & Biswas, S. (2017). Contaminated dredged soil stabilization using cement and bottom ash for use as highway subgrade fill. International Journal of Geo-Engineering, 8(1), 20. https://doi.org/10.118640703-017-0057-8
[15]. IFCD. (2016). Desilting Action Plan. Retrieved from http://delhi.gov.in/wps/wcm/connect/doit_irrigation/ Irrigation+and+Flood+Control/Home/Desilting+Action +Plan
[16]. Indian Roads Congress. (1978). Recommended Design Criteria for the use Cement-Modified Soil in Road Construction (IRC 50: 1978). New Delhi, India.
[17]. Indian Roads Congress. (2010). Guidelines for Soil and Granular Material Stabilization using Cement, Lime Fly Ash (IRC SP 89: 2010). New Delhi, India.
[18]. Indian Roads Congress. (2012). Tentative Guidelines for the Design of Flexible Pavement (IRC 37: 2012). New Delhi, India.
[19]. Khatib, J. M., & Hibbert, J. J. (2015). Selected engineering properties of concrete incorporating slag and metakaolin. Construction and Building Materials, 19(6), 460–472.
[20]. Kogbara, R. B. (2013). A review of the mechanical and leaching performance of stabilized/solidified contaminated soils. NRC Research Press, 22(1), 66-86. https://doi.org/10.11 39/er-2013-0004
[21]. Lahtinen, P., Forsman, J., Kiukkonen, P., Kreft-Burman, K., & Niutanen, V. (2014, April). Mass stabilization as a method of treatment of contaminated sediments. In Proceedings of the South Baltic Conference on Dredged Materials in Dike Construction.
[22]. Maher, A., Douglas, W. S., & Jafari, F. (2006). Field placement and evaluation of stabilized dredged material (SDM) from the New York/New Jersey Harbor. Marine Georesources and Geotechnology, 24(4), 251-263. https://doi.org/https://dx.doi.org/10.1080/1064119060078 8460
[23]. Millrath, K., Kozlova, C., Meyer, S., & Shimanovich, S. (2002). New approach to treating the soft clay/silt fraction of dredged material. In Proceedings of Third Speciality Conference on Dredging and Dredging Material.
[24]. Oner, A., & Akyuz, S. (2007). An experimental study on optimum usage of GGBS for the compressive strength of concrete. Cement and Concrete Composites, 29, 505- 514.
[25]. PCA. (1992). Soil Cement Laboratory Handbook. Portland Cement Association.
[26]. Rosales, J., Cabrera, M., & Agrela, F. (2017). Effect of stainless steel slag waste as a replacement for cement in mortars. Mechanical and statistical study. Mechanical and Statistical Study. Construction and Building Materials, 142, 444-458.
[27]. Shi, C., & Qain, J. (2000). High performance cementing materials from industrial slags - A review. Resource, Conservation and Recycling, 29, 195-207.
[28]. Tiwari, M., Bajpai, D. S., & Dewangan, D. U. (2016). Steel slag utilization - Overview in Indian perspective. International Journal of Advanced Research, 4, 2232- 2246.
[29]. USEPA Method 1311. (1992). Toxicity characteristic leaching procedure. Test methods for evaluating solid waste, physical/chemical methods. SW-846, 1, 1-36 https://doi.org/10.1017/CBO 97811 07415324.004.
[30]. USEPA., & USACE. (2007). Identifying, Planning, Financing Beneficial use Projects using Dredged Material Beneficial use Planning Manual. Retrieved from https://www.epa.gov/sites/production/files/2015- 08/documents/identifying_ planning_and _financing_beneficial_use_projects.pdf
[31]. Welch, M., Mogren, E. T., & Beeney, L. (2016). A Literature review of the beneficial use of dredged material and sediment management plans and strategies. Center for Public Service Publications and Report, 34.
[32]. Wilk, C. M. (2004). Solidification/Stabilization Treatment and Examples of use at Port Facilities. Ports 2004: Port Development in the Changing World. In ASCE Conference Proceedings (p. 10). https://doi.org/https:/ /oi.org/10.10 61/40727(2004)92
