Performance Testing for Slope Instability due to Suffusion via Site-Specific Response Analysis with Incorporation of Electrical Resistivity Tomography
Soil instability had caused concerned in geotechnical engineering due to its consequences of failure and its effects to the structures above or surrounding it. The instability of soil is caused by either water, critical stress condition, or perilous void within the soil properties. The lack of prope...
| 第一著者: | |
|---|---|
| フォーマット: | 学位論文 |
| 言語: | 英語 英語 英語 |
| 出版事項: |
International Information and Engineering Technology Association (IIETA)
2024
|
| 主題: | |
| オンライン･アクセス: | http://ir.unimas.my/id/eprint/44907/ |
| Abstract | Abstract here |