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  4. Deformation Characteristics of Consequent Slate Slopes through a Physical Model Test
 
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Deformation Characteristics of Consequent Slate Slopes through a Physical Model Test

Other Title
物理模型試驗應用於順向坡板岩變形特性之研究
Journal
Journal of Chinese Soil and Water Conservation
Journal Volume
45
Journal Issue
3
Start Page
165
End Page
173
ISSN
02556073
Date Issued
2014
Author(s)
Chia-Ming Lo
MENG-CHIA WENG  
Yu-Hsuan Lin
Pei-Juan Liu
DOI
10.29417/JCSWC.201409_45(3).0003
URI
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84907554086&partnerID=40&md5=f62ef26cac71c2283cb638e7d768e24d
https://scholars.lib.ntu.edu.tw/handle/123456789/736726
Abstract
This paper focuses on characterizing the deformation of consequent slate slopes in Taiwan. Onsite surveys, terrain analysis, and a physical model test are used to describe the characteristics of gravity-driven deformation under various conditions and identify the process of slate deformation as well as potential failure mechanisms. Slate deformation is shown to begin in the tension zone at cliff tops, wherein the slope body slips along the highly inclined foliation, contributing to shear failure or composite failure near the eroded zone of weakness. The phenomenon of foliation opening is widespread within the area of deformation, enabling surface water and groundwater to seep in, thereby accelerating deformation and failure in the slate deformation zone.
Subjects
Consequent slate slopes
mechanism
Physical modeling
Potential failure
The process of slate deformation
Publisher
Chinese Soil and Water Conservation Society
Type
journal article

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