Information Entropy Analysis of Rainfall Deformation of Talus Slope

Yong Fen Ruan; Xing Zhou Hang; Shi Sheng  Li; Dong Wang

doi:10.4028/www.scientific.net/AMR.261-263.1297

Paper Titles

Thermodynamic Dissolution Model of Limestone and Dolomite and Their Geotechnical Engineering Signification
p.1277

Numerical Tests of Tunnel Reinforcing Influences on Zonal Disintegration within Rockmass around Deep Tunnel
p.1282

Numerical Simulation Analysis on a Construction Method of Ultra-Closing Over-Cross Transportation Tunnels
p.1287

Improving the Predictability of Hiley Pile Driving Formula in the Quality Control of the Pile Foundation
p.1292

Information Entropy Analysis of Rainfall Deformation of Talus Slope
p.1297

Liquefaction-Induced Ground Deformation of Slopes Using Geostudio2007 Software Program
p.1303

Study on Engineering Characteristics of Highly Weathered Weak Rock
p.1309

Pile Bearing Capacity Improvement by Post-Grouting on Tip and Side
p.1313

Effects Analysis of Expansive Soil Slope Reinforced with Geogrid Considering Long Term Weathering
p.1319

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 261-263Information Entropy Analysis of Rainfall...

Information Entropy Analysis of Rainfall Deformation of Talus Slope

Abstract:

The large talus landslide of is very complicated and difficult to deal with. In order to make a good research on the influence of rainfalls to the high talus slope deformation, the method of information entropy is employed by using the principle of information transfer and relativity to analyze and calculate the rainfall influence on the deformation velocity. Moreover, taking the full and accurate data of the accumulation body with high slope on the left bank in front of Xiaowan Dam as an example, the information transfer function between rainfall and deformation is established. The actual shows that this new method is convenient, universal and precise. It also demonstrates its great advantage for the analysis of such complex slope deformation problem that has a lot of influencing factors. The method does not make any hypothesis before putting into consideration.

You might also be interested in these eBooks

Advances in Building Materials, CEBM 2011

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 261-263)

Pages:

1297-1302

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.261-263.1297

Citation:

Cite this paper

Online since:

May 2011

Authors:

Yong Fen Ruan, Xing Zhou Hang, Shi Sheng Li, Dong Wang

Keywords:

Deformation, Entropy Weighs Method, High Talus Slope, Information Entropy, Rainfall

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Xiong Guan-chi,Ruan Yong-fen,Yang Jing. Analysis on Relation Between Rainfall and Slope Stability. China Journal of Underground Space and Engineering. Vol.1 (6) (2005), P.1017-1020.

Google Scholar

[2] C.E. Shannon,A mathematical theory of communicationⅠand Ⅱ,Bell System Tech.J,（27）(1948),P.379-443.

Google Scholar

[3] Tian zhenqing ,zhou yue. The Certification of the funda -Mental properties of Comentropy Journal Of Inner Mongolia Normal University(Natural Science Edition),31（4）(2002),P.347-360.

Google Scholar

[4] Zhang JiGuo,He ChunYuan. Analysis on Mathematical Structure of Field Information. Journal of Information. Vol.25 (8) (2006).P.16-21

Google Scholar

[5] Bao Hua-Fu,Tang Jian-Hua,Dong Ze-rong. Analysis of Monitoring Results for Colluvial Accumulation Slide. China Journal of Underground Space and Engineering.Vol.2 (6) (2006),P.1007-1013.

Google Scholar

[6] Zhang JiGuo,Liu xinren. The Incertitude Comentropy Analysis of rainfall spatial distribution,Advances in Water Science,Vol.11(2)(2000),P.138-143.

Google Scholar