Optimization of Sandy Soil Stabilization using a  Chemical & Soil Binder Stabilizer

Sarker, Md. Samnani; Hossain, Md. Zarif; Junaid, G M Niher Al Islam

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dc.contributor.author	Sarker, Md. Samnani
dc.contributor.author	Hossain, Md. Zarif
dc.contributor.author	Junaid, G M Niher Al Islam
dc.date.accessioned	2025-02-20T06:50:53Z
dc.date.available	2025-02-20T06:50:53Z
dc.date.issued	2024-09-07
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(2006). Introduction To Geotechnical Engineering Siva Sivakugan. Soil permeability coefficient. (2013, October 7). Retrieved from geotech data: https://www.geotechdata.info/parameter/permeability Tim E. Kowalski and Dale W. Starry, J. (2007). Modern Soil Stabilization Techniques. Annual Conference of the Transportation Association of Canada Saskatoon, Saskachewan (p. 3). Saskatoon: Wirtgen America, Inc. Tingle, J. S., & Santoni, R. L. (2003, January). Stabilization of Clay Soils with Nontraditional Additives. Transportation Research Record, 72-84.	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/2278
dc.description	Supervised by Dr. Hossain Md. Shahin, Professor, Department of Civil and Environmental Engineering(CEE), Islamic University of Technology(IUT), Board Bazar, Gazipur-1704, Bangladesh. This thesis is submitted in partial fulfillment of the requirements for the degree of Bachelor of Civil and Environmental Engineering, 2024	en_US
dc.description.abstract	Sandy soils are widespread worldwide and are often discovered in many different regions. The nationwide development of any country takes place rapidly when it has high-rise structures and better transportation facilities, and soil stabilization plays a significant role in supporting these infrastructures. This thesis investigates the application of a chemical stabilizer (TX-95) in combination with a soil binder (SB-95) to optimize the stabilization of sandy soil. The stabilization technique aims to enhance sandy soils, which are frequently characterized by high permeability and poor cohesion, in terms of strength and load-bearing capacity. The impact of the SB-95 content of various compositions was investigated at a constant dosage of the TX-95 throughout different curing periods using a series of laboratory experiments, including the Unconfined Compressive Strength (UCS) test & California Bearing Ratio (CBR) test. The major components of the experiment outcomes demonstrate a substantial improvement in the soil's mechanical properties, increasing the SB-95 content while maintaining a consistent TX-95 dosage. The enhanced soil exhibits phenomenal capabilities in terms of compressive strength and load-bearing capacity, as well as shear strength of up to 825 kPA and CBR value of up to 278%. These findings indicate that the stabilized soil is appropriate for a variety of engineering applications, including bridges, embankments, roads, and the foundation of high-rise structures. The combination of the TX-95 and SB-95 offers an effective stabilization approach for the stabilization of sandy soils, leading significantly to a long-term and sustainable construction practice	en_US
dc.language.iso	en	en_US
dc.publisher	Department of Civil and Environmental Engineering(CEE), Islamic University of Technology(IUT), Board Bazar, Gazipur-1704, Bangladesh	en_US
dc.subject	Sandy soil stabilization, Chemical stabilizer, Soil binder, Unconfined Compressive Strength (UCS), California Bearing Ratio (CBR)	en_US
dc.title	Optimization of Sandy Soil Stabilization using a Chemical & Soil Binder Stabilizer	en_US
dc.type	Thesis	en_US