Mechanical behavior of palm kernal shell concrete / Che Muhammad Faris Che Mohd Shamshudin

By: Material type: TextTextPublication details: Kuantan, Pahang : UMP, 2015Description: xiv, 50 p. : ill. (some col.) ; 30 cm. + 1 CD ROMISBN:
  • THE0000355(Local)
Subject(s): Online resources: Dissertation note: Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 Abstract: Palm kernel shell is a waste which is abundantly generated and disposed at the landfill by Malaysian palm oil industry. As a result, it contributes toward pollution problem. Using palm kernel shell as partial course aggregate replacement with different in concrete making would be able to reduce the amount of this waste ending up at landfill. This thesis presents an experimental study on the workability, compressive strength and flexural strength. Two types of mixes are prepared. One consists of a control mix and another one consist various sizes of crushed palm kernel shell with fixed percentages replacement. The sizes of palm kernel shell are 2.36mm-5mm,5mm-10mm and 10mm-15mm.The influenced of with palm kernel shell several sizes on the properties of concrete have been investigated. The workability decrease with an increase in the size of palm kernel shell used and compressive strength at size 5mm-10mm has a good strength. Flexural test increase with increase the size of palm kernel shell
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Item type Current library Call number Copy number Status Date due Barcode
Final Year Report Final Year Report UMPLIB GAMBANG FKASA .C446 2015 r Bc. (Browse shelf(Opens below)) 1 Not for loan 0000104427
Final Year Report Final Year Report UMPLIB GAMBANG CD 9246 | FKASA .C446 2015 r Bc. (Browse shelf(Opens below)) 1 Not for loan 0000104428

Faculty of Civil Engineering and Earth Resources

Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015

Bibliography : p. 46-50

Palm kernel shell is a waste which is abundantly generated and disposed at the landfill by Malaysian palm oil industry. As a result, it contributes toward pollution problem. Using palm kernel shell as partial course aggregate replacement with different in concrete making would be able to reduce the amount of this waste ending up at landfill. This thesis presents an experimental study on the workability, compressive strength and flexural strength. Two types of mixes are prepared. One consists of a control mix and another one consist various sizes of crushed palm kernel shell with fixed percentages replacement. The sizes of palm kernel shell are 2.36mm-5mm,5mm-10mm and 10mm-15mm.The influenced of with palm kernel shell several sizes on the properties of concrete have been investigated. The workability decrease with an increase in the size of palm kernel shell used and compressive strength at size 5mm-10mm has a good strength. Flexural test increase with increase the size of palm kernel shell

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