DocumentCode
3044315
Title
The study of the inclining-load method of the landslide model based on numerical calculation
Author
Wu, Jian ; Yan, Huabin ; Yuan, Mengling
Author_Institution
Key Lab. of Geol. Hazards on Three Gorges Reservoir Area, China Three Gorges Univ., YiChang, China
fYear
2011
fDate
26-28 July 2011
Firstpage
4227
Lastpage
4230
Abstract
In landslide model test, it is more commonly used the inclining-load method to realize imitating the destruction state of the slope. This paper will analysis the fracture morphology of the inclining-load method and the strength reduction method based on numerical calculation. Then it can be seen that the destruction state of the inclining-load method and the strength reduction method is coincident. Because of the constraints caused by the similar material, traditional model test is hard to make the stress level of the model be coincident with the prototype. This paper propose the relative stress field to study the similarity of the stress field of the inclining-load method and the centrifuge model test. The results show that the relative stress state of the model is similar with the centrifuge model test when the tilt angle is less than 9°.
Keywords
geomorphology; inclining-load method; landslide model; slope destruction state; strength reduction method; tilt angle; Load modeling; Numerical models; Prototypes; Soil; Strain; Stress; Terrain factors; destruction state; inclining-load method; landslide; relative stress;
fLanguage
English
Publisher
ieee
Conference_Titel
Multimedia Technology (ICMT), 2011 International Conference on
Conference_Location
Hangzhou
Print_ISBN
978-1-61284-771-9
Type
conf
DOI
10.1109/ICMT.2011.6002781
Filename
6002781
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