DocumentCode :
1990035
Title :
Notice of Retraction
Analysis of effects of rain infiltration on stability of slopes
Author :
Mao Ronghua ; Liu Shushu ; Zhang Xiaochun
Author_Institution :
Taizhou Transp. Survey & Design Instn., Taizhou, China
Volume :
4
fYear :
2010
fDate :
17-18 July 2010
Firstpage :
381
Lastpage :
386
Abstract :
Notice of Retraction

After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.

We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.

The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.

Based on saturated-unsaturated seepage theory, numerical simulation on seepage field in slopes after penistent rainfall was studied. Then stability of slopes was analyzed considering pore water pressures generated by rain infiltration Factor of safety was computed by Janbu generalized method. The critical slip surface was searched by grid method. Under different conditions, the research results of stability analysis were discussed. The conclusions would provide scientific basis for guarantee of slope stability in highway engineering.
Keywords :
civil engineering; geotechnical engineering; mechanical stability; numerical analysis; roads; safety; Janbu generalized method; highway engineering; numerical simulation; rain infiltration effects; safety factor; saturated-unsaturated seepage theory; slopes stability; stability analysis; infiltration of rainwater; numberical simulation; stability of slopes;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Environmental Science and Information Application Technology (ESIAT), 2010 International Conference on
Conference_Location :
Wuhan
Print_ISBN :
978-1-4244-7387-8
Type :
conf
DOI :
10.1109/ESIAT.2010.5567421
Filename :
5567421
Link To Document :
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