Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/177513
Title: Breakthrough pressure and permeability of hydrophobic sands
Authors: Sheikh Sulaiman Bin Mohammad Bahajjaj
Keywords: Engineering
Issue Date: 2024
Publisher: Nanyang Technological University
Source: Sheikh Sulaiman Bin Mohammad Bahajjaj (2024). Breakthrough pressure and permeability of hydrophobic sands. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/177513
Project: GE-04 
Abstract: Soil hydrophobicity refers to the diminishing of the soil's attraction to water. This study investigates the relationship between breakthrough pressure and permeability of sand at varying levels of hydrophobicity. Using fine and coarse sand treated with Tung oil to induce hydrophobicity, three experiments were conducted: sessile drop test, water-entry pressure test, and falling-head permeability test. Results indicate that increasing hydrophobicity hinders water penetration, requiring greater pressure for water to infiltrate both fine and coarse sands as hydrophobicity increases. Additionally, fine sand requires a greater breakthrough pressure compared to coarse sand due to its smaller pore size. Coarse sand exhibits decreasing permeability with increasing hydrophobicity, while fine sand maintains relatively constant permeability due to its initial small pore size distribution.
URI: https://hdl.handle.net/10356/177513
Schools: School of Civil and Environmental Engineering 
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)

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