Stress-strain Behavior of Compacted Laterite in True Triaxial Tests

碩士 === 國立臺灣海洋大學 === 河海工程學系 === 93 === Most materials in geotechnical engineering are nonhomogeneous and anisotropic. Therefore the true mechanical behavior of soil is not isotropic, too. In order to imitate the real 3-D mechanical behavior of soil in the laboratory, the true triaxial test devices we...

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Bibliographic Details
Main Authors: Hsien-Feng Chung, 鍾弦峰
Other Authors: Shuh-Gi Chern
Format: Others
Language:zh-TW
Published: 2005
Online Access:http://ndltd.ncl.edu.tw/handle/77867943199274273256