02259ntm a2200373 i 4500 0 0 lcc 0 1 REF 10000 10000 REF 2020-06-25 0 FKASA .F379 2019 r Bc. T000000598 2020-10-12 00:00:00 1 2020-06-25 PSM 0 0 lcc 0 0 REF 10000 10000 2020-06-25 0 CD12528 T000000599 2020-11-18 00:00:00 1 2020-06-25 PSM 92355 92361 MY-KuUP 20251125105539.0 t||||fr|||| 000 0 ta 200625t20192019my a|||fram|| 000 0 eng d THE0008651(Local) hardback UMP eng UMP rda FKASA .F379 2019 r Bc. Nor Farzana Abdul Haris, author. Simulation of slope stability with eugenia oleina against soil erosion / Nor Farzana Abdul Haris Kuantan, Pahang : UMP, 2019 © 2019 xii, 50 pages : illustrations ; 30 cm. + 1 CD-ROM text rdacontent text rdacontent unmediated rdamedia computer rdamedia volume rdacarrier computer disc rdacarrier text file PDF rda 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. Faculty of Civil Engineering and Earth Resources Disertations Universities and colleges Disertations Theses lcc PSM