02606ntm a2200373 i 4500 0 0 lcc 0 1 REF 10000 10000 2020-11-12 0 FKASA .S23 2019 r Bc. T000001221 2021-03-12 00:00:00 1 2020-11-12 PSM 0 0 lcc 0 0 REF 10000 10000 2020-11-12 0 CD12796 T000001222 2021-12-06 00:00:00 1 2020-11-12 PSM 94794 94800 MY-KuUP 20251125105807.0 t||||fr|||| 000 0 ta 201112t2 2 m a|||fram|| 000 0 eng d THE0008981(Local) hardback UMP eng UMP rda FKASA .S23 2019 r Bc. Saarandev Manogar, author. Influence of bio loading and the soil type in slope stability analysis using 2D plaxis / Saarandev A/L Manogar Kuantan, Pahang : UMP, 2019 © 2019 xi, 38 pages : illustrations (some color) ; 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 Slope instability has been and is an ongoing problem around the world. It maybe caused by mother nature or due to human activities. As the problems are being solved but as time goes on different types or kind of problems which led to slope stabilization comes up. This research aims to study the cause of slope instabilization with the effects of different types of bio-loadings acting on it and also the type of soil . In this research, by collecting relevant data from the soil investigation the factor of safety (FOS) and other important parameters can be generated using the Plaxis 2D software. The characteristics and the properties of the soil will be noted in detail. Furthermore, the types of soil erosion and also the factors that contribute to such occurrence are described to provide a better image on the situation. Besides that, different kind of soil models are also studied and compared with the Plaxis 2D software. In the methodology part, the ins and outs of the software was explained. The procedures or steps of using the Plaxis 2D software was also explained in detail. The expected result for this research will be used as a guide in solving the issues of slope stabilization with the correct live pole method, loading calculations and also the type of soils being used. Faculty of Civil Engineering and Earth Resources Dissertations Universities and colleges Dissertations Theses lcc PSM