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  4. Characterizing the deformation behavior of weak sandstone from micro-vision
 
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Characterizing the deformation behavior of weak sandstone from micro-vision

Journal
Proceedings of the 6th International Conference on Engineering Computational Technology
ISBN (of the container)
9781905088249
Date Issued
2008
Author(s)
MENG-CHIA WENG  
Tung, S.H.
Shih, M.H.
Yu, C.C.
Huang, Y.T.
URI
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84863360087&partnerID=40&md5=c40edee47a1a00ce36f690831ef1b7b5
https://scholars.lib.ntu.edu.tw/handle/123456789/736776
Abstract
This study explores the mechanism associated with the characteristics of the weak sandstone from micro-vision. Firstly, compression tests with tiny specimens are conducted and the photographs of deformation could be obtained simultaneously using microscope. Then, the digital image correlation (DIC) technique is used to effectively measure the whole strain field in micro-vision. According to the analysis results, the deformation of weak sandstone possesses the following characteristics: (1) weak sandstone exhibits non-uniform strain pattern under loading, and the matrix portion is relatively softer than the grain; (2) the plastic deformation mostly accumulates in the matrix portion; and (3) deducing from stress-strain curves, the modulus of each element can be obtained, and the modulus of grain are higher than that of matrix. © 2008 Civil-Comp Press.
Event(s)
6th International Conference on Engineering Computational Technology, ECT 2008
Subjects
Digital image correlation
Microscopic mechanism
Plastic strain
Weak sandstone
Description
6th International Conference on Engineering Computational Technology, ECT 2008, 2 September 2008 through 5 September 2008, Athens
Type
conference paper

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