Open Access
| Issue |
E3S Web Conf.
Volume 596, 2024
International Conference on Civil, Materials, and Environment for Sustainability (ICCMES 2024)
|
|
|---|---|---|
| Article Number | 01011 | |
| Number of page(s) | 7 | |
| Section | Civil, Materials and Environment for Sustainability ICCMES 2024 | |
| DOI | https://doi.org/10.1051/e3sconf/202459601011 | |
| Published online | 22 November 2024 | |
- Chen FH (1975) Foundations on expansive soils. Elsevier Scientific Publishing Company, Amsterdam [Google Scholar]
- Al-Rawas AA, Goosen MFA (2006) Expansive soils: recent advances in characterization and treatment. Taylor & Francis Group, London [Google Scholar]
- Osinubi KJ (2006) Influence of compactive efforts on lime-slag treated tropical black clay. J Mater Civ Eng 18(April):175–181 [CrossRef] [Google Scholar]
- Kalkan E, Akbulut S (2004) The positive effects of silica fume on the permeability, swelling pressure and compressive strength of natural clay liners. Eng Geol 73:145–156 [CrossRef] [Google Scholar]
- Akbulut S, Arasan S (2010) The variations of cation exchange capacity, pH, and zeta potential in expansive soils treated by additives. Int J Civ Struct Eng 1(2):139–154 [Google Scholar]
- Kalkan E (2006) Utilization of red mud as a stabilization material for the preparation of clay liners. Eng Geol 87(3):220–229 [CrossRef] [Google Scholar]
- Jha JN, Choudhary AK, Gill KS, Shukla SK (2014) Behaviour of plastic waste fiber reinforced industrial wastes in pavement application. Int J Geotech Eng 8(3):277–286 [CrossRef] [Google Scholar]
- Abbawi ZWS (2013) Geotechnical properties of expansive soil treated with silica fume. Eng Technol J 31(17):2458–2470 [Google Scholar]
- Latifi N, Marto A, Rashid ASA, Yii JLJ (2015) Strength and physico-chemical characteristics of fly ash-bottom ash mixture. Arab J Sci Eng 40(9):2447–2455 [CrossRef] [Google Scholar]
- Yaowarat T, Horpibulsuk S, Arulrajah A, Mirzababaei M, Rashid AA (2018) Compressive and flexural strength of polyvinyl alcohol- modified pavement concrete using recycled concrete aggregates. J Mater Civ Eng 30(4):04018046 [CrossRef] [Google Scholar]
- Rashid ASA, Shahrin MI, Horpibulsuk S, Hezmi MA, Yunus NZM, Borhamdin S (2017) Development of sustainable masonry units from flood mud soil: strength and morphology investigations. Constr Build Mater 131:682–689 [CrossRef] [Google Scholar]
- Ali FH, Aminuddin A, Choy CK (1992) Use of rice husk to enhance lime treatment of soil. Can Geotech J 29:843–852 [CrossRef] [Google Scholar]
- A. Jain, A. K. Choudhary, and J. N. Jha, “Influence of Rice Husk Ash on the Swelling and Strength Characteristics of Expansive Soil,” Geotech. Geol. Eng., vol. 38, no. 2, pp. 2293– 2302, 2020, doi: 10.1007/s10706-019-01087-6. [CrossRef] [Google Scholar]
- Sabat AK, Nanda RP (2011) Effect of marble dust on strength and durability of Rice husk ash stabilised expansive soil. Int J Civ Struct Eng 1(4):939–948 [Google Scholar]
- James J, Pandian PK (2015) Effect of micro ceramic dust on the plasticity and swell index of lime stabilized expansive soil. Int J Appl Eng Res 10(42):30647–30650 [Google Scholar]
- Yilmaz I, Civelekoglu B (2009) Gypsum: an additive for stabilization of swelling clay soils. Appl Clay Sci 44(1–2):166–172 [CrossRef] [Google Scholar]
- Yong RN, Warkentin BP (1975) Soil properties and behaviour. Elsevier Scientific Publishing Company, Amsterda [Google Scholar]
- Kalkan E (2011) Impact of wetting-drying cycles on swelling behavior of clayey soils modified by silica fume. Appl Clay Sci 52(4):345–3 [CrossRef] [Google Scholar]
- Sabat AK (2012) Stabilization of expansive soil using waste ceramic dust. Electron J Geotech Eng 17:3915–3926 [Google Scholar]
- IS:1498-1970, Classification and identification of soils for general engineering purposes [Google Scholar]
- IS:2720 Part-3 Section 1 (1980), Determination of specific gravity [Google Scholar]
- IS: 2720 Part- 4 (1985), Grain size analysis [Google Scholar]
- IS: 2720 Part-5 (1985), Determination of liquid and plastic limit [Google Scholar]
- IS: 2720 Part-7 (1980), Water content-dry unit weight relation using light compaction [Google Scholar]
- IS:2720 Part-9 (1993), Shear strength parameters (UU without pore pressure measurement) [Google Scholar]
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