MECHANISM OF CUTOFF WALL ON SHALLOW TUNNEL IN LIQUEFIED SOIL
Gradual increments of excess pore pressure in saturated soil layers during earthquakes lead to a decrease in effective stress and soil liquefaction. The damage caused by soil liq...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | fas |
| Published: |
Sharif University of Technology
2015-08-01
|
| Series: | مهندسی عمران شریف |
| Subjects: | |
| Online Access: | https://sjce.journals.sharif.edu/article_962_1550c1f41bcd1a2d45706f77648de19e.pdf |