Improved grey-correlation mode for analyzing influence of landslide factors at slope stability

DOI

10.2991/eeeis-16.2017.65How to use a DOI?

Keywords

Reliability assessment; Landslide factors; Sensitivity analysis; Grey-correlation theory.

Abstract

Conventional grey theory has flaws for analysing landslide factors, so grey-correlation was improved by multianalysis, in order to availably analyse sensitivity of landslide factors on slope stability. Then worst factor would be found out for slope stability, and engineering reinforcement would have preferable pertinence. The dissimilarities and merits of improved calculating mode were discussed with conventional grey theory. Analysis on landslide instances pointed out: influencing factor's sensitivity by improved calculating accords more with factual cases of landslide, which would be used for security checkup of precarious slope and emphasizing particularly on dangerous factor. And this disquisition would be used for reference by pursuers at realms like structured materials and reliability assessment etc.

Copyright

© 2017, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Hua Fan
AU  - Hua-Shu Yang
AU  - Jun Yang
AU  - Wei Dong
PY  - 2016/12
DA  - 2016/12
TI  - Improved grey-correlation mode for analyzing influence of landslide factors at slope stability
BT  - Proceedings of the 2nd Annual International Conference on Electronics, Electrical Engineering and Information Science (EEEIS 2016)
PB  - Atlantis Press
SP  - 524
EP  - 531
SN  - 2352-5401
UR  - https://doi.org/10.2991/eeeis-16.2017.65
DO  - 10.2991/eeeis-16.2017.65
ID  - Fan2016/12
ER  -