Proceedings of the 2016 5th International Conference on Sustainable Energy and Environment Engineering (ICSEEE 2016)

Rock Slope Stability Analysis Software Based On Fuzzy Mathematics Theory

Authors
Mengfei Xu, Annan Jiang, Xun Tian, Xingcang Yao
Corresponding Author
Mengfei Xu
Available Online December 2016.
DOI
10.2991/icseee-16.2016.16How to use a DOI?
Keywords
rock slope information database,design of slope angle,evaluation of rock slope stability
Abstract

A rock slope stability analysis software was developed through which data information of rock slope can be managed scientifically , rock slope angle can be designed reasonable. An evaluation mode of rock slope stability was set up on the basis of fuzzy mathematics theory , depend on which the stability of rock slope can be evaluated effectively and conveniently.The software is meaningful to the safety of rock slope engineering progress

Copyright
© 2016, 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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Volume Title
Proceedings of the 2016 5th International Conference on Sustainable Energy and Environment Engineering (ICSEEE 2016)
Series
Advances in Engineering Research
Publication Date
December 2016
ISBN
10.2991/icseee-16.2016.16
ISSN
2352-5401
DOI
10.2991/icseee-16.2016.16How to use a DOI?
Copyright
© 2016, 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/).

Cite this article

TY  - CONF
AU  - Mengfei Xu
AU  - Annan Jiang
AU  - Xun Tian
AU  - Xingcang Yao
PY  - 2016/12
DA  - 2016/12
TI  - Rock Slope Stability Analysis Software Based On Fuzzy Mathematics Theory
BT  - Proceedings of the 2016 5th International Conference on Sustainable Energy and Environment Engineering (ICSEEE 2016)
PB  - Atlantis Press
SP  - 96
EP  - 102
SN  - 2352-5401
UR  - https://doi.org/10.2991/icseee-16.2016.16
DO  - 10.2991/icseee-16.2016.16
ID  - Xu2016/12
ER  -