System Implementation on Fuzzy Comprehensive Evaluation of Slope Stability Based on GIS

Jun Lan Zhao

doi:10.4028/www.scientific.net/AMR.243-249.3007

Paper Titles

A Simplified Computational Method of Lateral Dynamic Impedance of Single Pile
p.2985

Study of “Wave Type” Uneven Settlement and Reinforcing Method of Soft Clay Foundation
p.2990

The Analysis of Loess High Embankment Stable Question by the Strength Reduction FEM
p.2997

The Numerical Solution of the Clay Passive Earth Pressure Based on Circular Combined Surface Method
p.3001

System Implementation on Fuzzy Comprehensive Evaluation of Slope Stability Based on GIS
p.3007

Research on Rock Burst Loading Test and PFC^3D Numerical Simulation
p.3012

Model Test Research on Moisture Control of Saturated Over-Wet Soil
p.3021

Theoretical Analysis and Experimental Research on Upward Capacity of Screw Anchor
p.3029

Study on Stability of Unstable Rock Masses on Right Bank Slope of JinPing I Stage Hydropower Station, Southwestern China
p.3036

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249System Implementation on Fuzzy Comprehensive...

System Implementation on Fuzzy Comprehensive Evaluation of Slope Stability Based on GIS

Abstract:

Application and research of GIS in the slope engineering is one of the hot topics in this field. In this paper, the fuzzy comprehensive evaluation method of slope stability based on GIS was researched. It developed and set up a multi factor slope fuzzy comprehensive evaluation system by using slope database and can quantitatively classify and evaluate the slope stability in a quick and efficient way. This system can be at work on slope data management, inquiry, statistics and spatial analysis. It evaluated the fatality and vulnerability to the slope of a large scale coal mine as an example.