Now showing items 1-5 of 5

    • Behavior of axially distributed loaded sand brickwall palm oil clinker 

      Muhammad Alffi Fairroz, Wahab (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2014-06)
      This project is about the research of behavior distributed axial load on the sand Palm Oil Clinker (POC) brick wall. In this study, POC bricks were self-made in the laboratory. There are three samples of the bricks ...
    • Characteristic of gross pollutants and evaluation of gross pollutant traps (GPTs) in Perlis 

      Gressi, Rigum (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2011-04)
      Gross pollutant traps (GPTs) is a structural controlled device used as an early pretreatment for water especially in open channel. GPTs detained rubbish such as leaf, plastics, polystyrene, paper and sediment to reduce ...
    • The Concentration of Chemicals during Paddy Planting in Kg. Wang Ulu, Perlis 

      Siti Sarah, Sofi (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2011-04)
      Paddy is essentially important in our part of daily life. The production of paddy in Malaysia was increased every year as the population increased. Perlis is one of the states that produce paddy because a lot of the swampy ...
    • Shear behaviour of intermittent profiled web girder using finite element method 

      Mohd Nurkhairie, Shaharuddin (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2012-05)
      The finite element (FEM) is a numerical solution technique applicable to broad range of engineering and physics problem. This FEM addresses the difficulty by dividing the region into small sub-region and used as a basic ...
    • Strength properties of cement stabilized clay soil 

      Izatul Laili, Mohamad Hamidin (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2012-05)
      Soil stabilization in the broadest sense is the alteration of any property of a soil to improve its engineering performance. The chief factors affecting the quality of soilcement are soil type, cement content, compaction ...