TY - JOUR PB - Springer Science and Business Media Deutschland GmbH A1 - Zulkarnain, N.N. A1 - Sazali, Y.A. A1 - Hamid, A.I.A. A1 - Kamizan, N. A1 - Rahman, S.H.A. A1 - Razak, A.A.A. A1 - Habarudin, M.F. SP - 107 KW - Alumina; Aluminum oxide; Cements; Compressive strength; Construction industry; Geopolymers; Inorganic polymers; Iron oxides; Lime; Silica KW - Activated fly ash; Alkalines; Ash composition; Ash effects; Downhole conditions; Fly ash composition; Geopolymer; Geopolymer cement; Geopolymer well cement; Thickening time KW - Fly ash Y1 - 2024/// AV - none VL - 324 SN - 23662557 JF - Lecture Notes in Civil Engineering TI - Characterization of Fly Ash: Effect on Compressive Strength and Thickening Time of Alkaline-Activated Fly Ash Cement at Downhole Condition N1 - cited By 0; Conference of 1st International Conference on Emerging Smart Cities, ICESC 2022 ; Conference Date: 1 December 2022 Through 2 December 2022; Conference Code:306839 ID - scholars20197 N2 - The construction industry is currently switching to geopolymer cement, a greener product from power plant waste. While the utilization of geopolymer cement in the construction industry is well-known, its application as well cement is still being researched. Current study analyzes fly ash composition from two power plants, Tanjung Bin and Manjung Power Plant, on compressive strength and thickening time under downhole conditions per API RP 10B-2. Findings on compressive strength reveal that silica to alumina ratios of 2.0 to 2.5 resulted in higher compressive strength than ratios of less than 2.0. In addition, compressive strength increases as iron oxide and calcium oxide concentrations increase from 7.79 to 15.9 and 6.73 to 22.2, respectively. Fly ash composition had almost no effect on geopolymer cement thickening time at 60 °C and 2000psi. The thickening time is more likely to be influenced by extrinsic factors, including temperature, pressure, and the presence of a retarder or accelerator. © 2024, Institute of Technology PETRONAS Sdn Bhd. EP - 118 UR - https://www.scopus.com/inward/record.uri?eid=2-s2.0-85184281849&doi=10.1007%2f978-981-99-1111-0_10&partnerID=40&md5=3dae7106e446e5bdb00f3e24e896286d ER -