Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/167329
Title: Numerical modelling of rock fractures filled with chemical grout
Authors: Toh, Hong Liang
Keywords: Engineering::Civil engineering
Issue Date: 2023
Publisher: Nanyang Technological University
Source: Toh, H. L. (2023). Numerical modelling of rock fractures filled with chemical grout. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/167329
Abstract: Chemical grouting is a popular technique used in geotechnical engineering to improve quality of rock masses. This project aims to analyze how the usage of chemical grout with and without sand can improve the rock mass quality using numerical modelling. Through numerical simulation, the project focuses on reproducing and visualizing flow rate distribution on rock-grout interface and how grouting contributes to fracture permeability reduction. The project contributes to the permeability evolution of chemically grouted fractures. Through numerical simulations, results have shown that increasing inlet pressure results in higher flow rate and permeability for grout with and without sand. This report showcases the influence of inlet pressures and confining pressures on the permeability and flow rate of chemically grouted fractures.
URI: https://hdl.handle.net/10356/167329
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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