Launch week offerEnds in00h00m00s
annual Promonthly Pro
Shahid Azam
Has open position
Professor
Research Interests
Make your next move.
Prepare your application
Review drafts before you send them.
Explore related searches
Positions (1)
Shahid Azam
University of Regina
3 months ago
PhD opportunity in Geotechnical Engineering at the University of Regina for Fall 2027 intake . The opening is centered on research in unsaturated soils and mine tailing , with topic options including advanced laboratory testing of unsaturated soils , advanced numerical modeling of unsaturated soils , and characterization and improvement of mine tailing . This is a student-oriented research opening for applicants interested in civil/geotechnical engineering and related earth and environmental topics. The post directs applicants to apply through the Faculty of Graduate Studies and Research at the University of Regina. No funding details are stated in the post. The message emphasizes starting early because application preparation and visa processing can take about a year, especially for international applicants. Relevant keywords: geotechnical engineering, unsaturated soils, numerical modeling, laboratory testing, mine tailing, civil engineering, earth materials, environmental remediation.
3 months ago
Articles (13)
Year:
2026
Year:
2026
Natural biopolymers offer a sustainable alternative for improving soil behavior due to their inert nature, small dosage requirement, and applicability under ambient temperatures. This research evaluates the efficacy of natural biopolymers for ameliorating an expansive soil by using a 0.5% dosage of cationic chitosan, charge-neutral guar gum, and anionic xanthan gum during compaction. The results of laboratory investigations indicate that the flow through and volume change properties of the expansive soil were affected variably. The dual porosity, characterized by low air entry due to inter-aggregate pores (AEV1 of 4 kPa) and high air entry due to the clay matrix (AEV2 of 200 kPa) of the soil, was healed using chitosan and guar gum (AEV of 200 kPa) but was enhanced by the xanthan gum (AEV1 of 100 kPa and AEV2 of 200 kPa). The s-shaped swell–shrink path of the soil comprised structural (e from 1.23 to 1.11), normal (e from 1.11 to 0.6), and residual stages (e ranged from 0.6–0.43). This shape was converted into a j-shaped path through amendment using chitosan and guar gum, showing no structural volume change, with e from about 1.25 to 0.5, but was reverted to a more pronounced form by xanthan gum, with e from 1.5 to 1.32, 1.32 to 0.49, and 0.49 to 0.34 in the three stages, respectively. The consolidation behavior of the soil was largely unaffected by the addition of biopolymers such that the saturated hydraulic conductivity decreased from 10−9 m/s to 10−12 m/s over a void ratio decrease from 1.1 to 0.6. At a seating stress of 5 kPa, the swelling potential (7.8%) of the soil slightly decreased to 6.9% due to the addition of chitosan but increased to 9.4% and 12.2% with guar gum and xanthan gum, respectively. The use of chitosan and guar gum will allow the compaction of the investigated expansive soil on the dry side of optimum.
Year:
2024
Year:
2023
Year:
2023
Year:
2023
Year:
2023
Year:
2023
Year:
2023
Year:
2023
Year:
2022
Year:
2022
Year:
2022
Collaborators (3)
Soumik Basu
University of Regina
David Sauchyn
Director
University of Regina
Golam Kabir
University of Regina
Make your next move.
Prepare your application
Review drafts before you send them.