Simulation of slope stability with eugenia oleina against soil erosion / Nor Farzana Abdul Haris

By: Material type: TextTextPublisher: Kuantan, Pahang : UMP, 2019Copyright date: © 2019Description: xii, 50 pages : illustrations ; 30 cm. + 1 CD-ROMContent type:
  • text
  • text
Media type:
  • unmediated
  • computer
Carrier type:
  • volume
  • computer disc
ISBN:
  • THE0008651(Local)
Subject(s): Dissertation note: Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 Abstract: Soil bioengineering techniques has been used worldwide as to control the slope stability. A commonly used idea is to apply live pole at the slope area in order to prevent the soil erosion which causing the problem in geotechnical engineering. Soil erosion may occur due to heavy rainfall or also from soil matrix pressure. This research is conducted with aim to find out the cause of soil erosion that occured at the slope near FKASA surveying lab in University Malaysia Pahang and the purpose of having Eugenia Oleina species planted on the slope whether it is helpful in preventing soil erosion. In this research, the results from the previous lab test was used in simulating the slope stability with Eugenia Oleina using the finite element software that is widely used in geotechnical engineering, which is known as Plaxis 2D. The factor of safety obtained from the simulation shows that the rooted soil with Eugenia Oleina are low compared to the unrooted soil.
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Holdings
Item type Current library Collection Call number Copy number Status Date due Barcode
Final Year Report Final Year Report UMPLIB GAMBANG Reference Reference FKASA .F379 2019 r Bc. (Browse shelf(Opens below)) 1 Not for loan T000000598
Final Year Report Final Year Report UMPLIB GAMBANG Reference CD12528 (Browse shelf(Opens below)) 1 Not for loan T000000599

Faculty of Civil Engineering and Earth Resources

Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019

Includes bibliographical references

Soil bioengineering techniques has been used worldwide as to control the slope stability. A commonly used idea is to apply live pole at the slope area in order to prevent the soil erosion which causing the problem in geotechnical engineering. Soil erosion may occur due to heavy rainfall or also from soil matrix pressure. This research is conducted with aim to find out the cause of soil erosion that occured at the slope near FKASA surveying lab in University Malaysia Pahang and the purpose of having Eugenia Oleina species planted on the slope whether it is helpful in preventing soil erosion. In this research, the results from the previous lab test was used in simulating the slope stability with Eugenia Oleina using the finite element software that is widely used in geotechnical engineering, which is known as Plaxis 2D. The factor of safety obtained from the simulation shows that the rooted soil with Eugenia Oleina are low compared to the unrooted soil.

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