作者: Ahmad Shukri Yahaya , Fauziah Ahmad , Mohammad Radzif Taharin
DOI:
关键词: Landslide 、 Stage (hydrology) 、 Borehole 、 Slope stability 、 Factor of safety 、 Cohesion (geology) 、 Geology 、 Geotechnical engineering 、 Groundwater 、 Chart
摘要: The objective of the research is to determine landslide trigger points in Kundasang, Sabah. Then factor safety (FOS) was developed by using groundwater: depth ratio. A set data from two different sites Kundasang were collected site investigation report. There are three main stages determining points. first stage location and coordinate each boreholes Kundasang. second obtain descriptive statistics geotechnical characterization which includes internal angle friction (Ф'), cohesion (c'), groundwater level (m). third Strength Slope Ratio (SSR) Infinite Stability Charts. Boreholes with high will be selected due criteria Results determined FOS value, 1.