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  4. Modeling the gravitational deformation of a slate slope using model tests and the discrete element method
 
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Modeling the gravitational deformation of a slate slope using model tests and the discrete element method

Journal
Civil-Comp Proceedings
Journal Volume
105
ISSN
17593433
Date Issued
2014
Author(s)
MENG-CHIA WENG  
Lo, C.-M.
Wu, C.H.
Chuang, T.F.
URI
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963831995&partnerID=40&md5=b816a8121aae65a7cf8f717a0718797c
https://scholars.lib.ntu.edu.tw/handle/123456789/736769
Abstract
This paper describes a study and considers the factors influencing: slope angle, foliation angle, and material deterioration on the deformation characteristics of the slate slope. To simulate these phenomena, a series of physical model experiments with simplified environmental conditions were performed in the laboratory. Then, the discrete element method was used to simulate the deformation behaviour of the slate slope under gravity and material deterioration. According to the physical model tests and numerical simulations, the results exhibit the following characteristics. Based on the model tests, two kinds of gravitational deformation of the slate slope are identified: the first one is an overturning failure and the second one is a fold extrusion near the slope toe. The results of the physical model test provide the basic case for the verification of a discrete element simulation. The simulated deformed patterns agree well with the actual deformation for different slope angles. © Civil-Comp Press, 2014.
Subjects
Discrete element method
Gravitational deformation
Slate slope
Publisher
Civil-Comp Press
Description
, ,
Type
conference paper

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