Effects of Gravel Content on Shear Resistances of Gravelly Soils under Simple Shear Conditions
博士 === 國立成功大學 === 土木工程學系 === 104 === Shallow landslides in colluvium, which generally consists of wide particle gradation in a loose state, occur in steep-slope terrains. To perform stability analyses, shear strength parameters that represents soil constituents, in-situ stress state, and sheari...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | en_US |
| Published: |
2016
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/h5e9kt |