The lime column (LC) technique has been commonly used for the improvement of expansive soils. The achievement of this technique depends on the lime diffusion into the expansive soils, but lime diffusion into the expansive soil is generally a slow process due to the low permeability of these soils. In this study, sodium lignosulfonate, which is used as a superplasticizer in the concrete industry, was added to lime columns to accelerate the diffusion of lime particles. First, treated expansive clay specimens with thirty-seven 4.5 mm diameter columns were prepared in an oedometer ring. These columns were filled with two different mixtures: water-lime and water-lime-sodium lignosulphonate to investigate the effect of the addition of sodium lignosulphonate. Free swell tests were done on these treated expansive clay specimens that were subjected to different curing periods, it was observed that the treated specimens with sodium lignosulphonate lime columns (NaLS-LC) are more effective than the treated specimens with lime columns (LC). A treated expansive clay specimen (in a 30cmx30cm mold) with seven pieces of 45 mm diameter sodium lignosulphonate lime columns were prepared to observe the alteration of engineering properties of untreated expansive clay specimen (US) located between the columns. Free swell and unconfined compressive strength tests were done on the undisturbed expansive clay specimens taken from the mold between the columns. SEM-EDX analyses were made to investigate whether the ettringite mineral, which leads to swelling of the expansive soil during lime stabilization, forms or not. While the ettringite mineral formed during the curing period in the lime column stabilization method, the addition of sodium lignosulphonate to lime columns blocked the formation of the ettringite mineral. It can be stated that sodium lignosulphonate lime columns (NaLS-LC) show better performance than lime columns (LC), in the treatment of expansive clays.
The lime column (LC) technique has been commonly used for the improvement of expansive soils. The achievement of this technique depends on the lime diffusion into the expansive soils, but lime diffusion into the expansive soil is generally a slow process due to the low permeability of these soils. In this study, sodium lignosulfonate, which is used as a superplasticizer in the concrete industry, was added to lime columns to accelerate the diffusion of lime particles. First, treated expansive clay specimens with thirty-seven 4.5 mm diameter columns were prepared in an oedometer ring. These columns were filled with two different mixtures: water-lime and water-lime-sodium lignosulphonate to investigate the effect of the addition of sodium lignosulphonate. Free swell tests were done on these treated expansive clay specimens that were subjected to different curing periods, it was observed that the treated specimens with sodium lignosulphonate lime columns (NaLS-LC) are more effective than the treated specimens with lime columns (LC). A treated expansive clay specimen (in a 30cmx30cm mold) with seven pieces of 45 mm diameter sodium lignosulphonate lime columns were prepared to observe the alteration of engineering properties of untreated expansive clay specimen (US) located between the columns. Free swell and unconfined compressive strength tests were done on the undisturbed expansive clay specimens taken from the mold between the columns. SEM-EDX analyses were made to investigate whether the ettringite mineral, which leads to swelling of the expansive soil during lime stabilization, forms or not. While the ettringite mineral formed during the curing period in the lime column stabilization method, the addition of sodium lignosulphonate to lime columns blocked the formation of the ettringite mineral. It can be stated that sodium lignosulphonate lime columns (NaLS-LC) show better performance than lime columns (LC), in the treatment of expansive clays.
Primary Language | English |
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Subjects | Civil Engineering |
Journal Section | Research Articles |
Authors |
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Publication Date | January 1, 2023 |
Submission Date | April 21, 2022 |
Acceptance Date | October 10, 2022 |
Published in Issue | Year 2023, Volume 34, Issue 1 |
Bibtex | @research article { tjce1209185, journal = {Turkish Journal of Civil Engineering}, issn = {2822-6836}, address = {İnşaat Mühendisleri Odası Necatibey Cad. No: 57 Kızılay / Ankara}, publisher = {UCTEA Turkish Chamber of Civil Engineering}, year = {2023}, volume = {34}, number = {1}, pages = {135 - 152}, doi = {10.18400/tjce.1209185}, title = {The Investigation of the Addition of Sodium Lignosulfonate to Lime Column Used For Improving the Expansive Soils}, key = {cite}, author = {Özkan, İlyas and Çokça, Erdal} } |
APA | Özkan, İ. & Çokça, E. (2023). The Investigation of the Addition of Sodium Lignosulfonate to Lime Column Used For Improving the Expansive Soils . Turkish Journal of Civil Engineering , 34 (1) , 135-152 . DOI: 10.18400/tjce.1209185 |
MLA | Özkan, İ. , Çokça, E. "The Investigation of the Addition of Sodium Lignosulfonate to Lime Column Used For Improving the Expansive Soils" . Turkish Journal of Civil Engineering 34 (2023 ): 135-152 <https://dergipark.org.tr/en/pub/tjce/issue/73513/1209185> |
Chicago | Özkan, İ. , Çokça, E. "The Investigation of the Addition of Sodium Lignosulfonate to Lime Column Used For Improving the Expansive Soils". Turkish Journal of Civil Engineering 34 (2023 ): 135-152 |
RIS | TY - JOUR T1 - The Investigation of the Addition of Sodium Lignosulfonate to Lime Column Used For Improving the Expansive Soils AU - İlyasÖzkan, ErdalÇokça Y1 - 2023 PY - 2023 N1 - doi: 10.18400/tjce.1209185 DO - 10.18400/tjce.1209185 T2 - Turkish Journal of Civil Engineering JF - Journal JO - JOR SP - 135 EP - 152 VL - 34 IS - 1 SN - 2822-6836- M3 - doi: 10.18400/tjce.1209185 UR - https://doi.org/10.18400/tjce.1209185 Y2 - 2022 ER - |
EndNote | %0 Turkish Journal of Civil Engineering The Investigation of the Addition of Sodium Lignosulfonate to Lime Column Used For Improving the Expansive Soils %A İlyas Özkan , Erdal Çokça %T The Investigation of the Addition of Sodium Lignosulfonate to Lime Column Used For Improving the Expansive Soils %D 2023 %J Turkish Journal of Civil Engineering %P 2822-6836- %V 34 %N 1 %R doi: 10.18400/tjce.1209185 %U 10.18400/tjce.1209185 |
ISNAD | Özkan, İlyas , Çokça, Erdal . "The Investigation of the Addition of Sodium Lignosulfonate to Lime Column Used For Improving the Expansive Soils". Turkish Journal of Civil Engineering 34 / 1 (January 2023): 135-152 . https://doi.org/10.18400/tjce.1209185 |
AMA | Özkan İ. , Çokça E. The Investigation of the Addition of Sodium Lignosulfonate to Lime Column Used For Improving the Expansive Soils. tjce. 2023; 34(1): 135-152. |
Vancouver | Özkan İ. , Çokça E. The Investigation of the Addition of Sodium Lignosulfonate to Lime Column Used For Improving the Expansive Soils. Turkish Journal of Civil Engineering. 2023; 34(1): 135-152. |
IEEE | İ. Özkan and E. Çokça , "The Investigation of the Addition of Sodium Lignosulfonate to Lime Column Used For Improving the Expansive Soils", Turkish Journal of Civil Engineering, vol. 34, no. 1, pp. 135-152, Jan. 2023, doi:10.18400/tjce.1209185 |