| Autor: |
Ahmed, Balqees M., Abbas, Hassan O., Jalut, Qassem H. |
| Předmět: |
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| Zdroj: |
AIP Conference Proceedings; 2024, Vol. 3249 Issue 1, p1-10, 10p |
| Abstrakt: |
The aim of this research is to estimate the pore water pressure beneath a concrete dam and under seismic load and compare it when using and not using under dam. Therefore, laboratory models were made with the presence of sheet piles in the upstream and downstream directions and without their presence. Where a concrete dam model was used on fine sandy soil and under the influence of two different types of earthquakes, Halabja and Kobe. The results showed that the pore water pressure depends on the intensity of the earthquake. According to the results, the use of sheet piles reduces the pore water pressure in the upstream direction as well as in the downstream direction during earthquake. [ABSTRACT FROM AUTHOR] |
| Databáze: |
Complementary Index |
| Externí odkaz: |
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