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BIOLOGIC STEP STIFFNESS SIMULATION OF TANGENCY JOINTS ON SHEET PILE LOAD TRANSFER INTO WATERWAY BED |
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| รหัสดีโอไอ | |
| Title | BIOLOGIC STEP STIFFNESS SIMULATION OF TANGENCY JOINTS ON SHEET PILE LOAD TRANSFER INTO WATERWAY BED |
| Creator | Afshin Turk, PAKAVACH SAMANI, SHABNAM GHANAVATIZADEH, VAHID CHEGINI |
| Contributor | - |
| Publisher | ISEC PRESS |
| Publication Year | 2560 |
| Keyword | AID, Connection, Persian Gulf, Bahmanshir River, thermal effects, Turk Joint |
| Abstract | The Irrigation project of Abadan will supply fresh water through the three flat dams in the NW of the Persian Gulf. Circular cofferdam is located in the Bahmanshir River upstream in 2007. Cell dam and ship lock walls will be constructed using sheet piling and PPM Pipe-Pin-Micro piles on the steel walls. Next step is required to design ship lock concrete bed. It should have compatible behavior with the sheet walls, micro piles and Gelatin concrete. The main purpose is transferred the extra bending moment of waterway impact from the sheet walls into the concrete bed. It is mentioned that steel walls and concrete bed will operate individually without any connections with each other. Also, tangency joints will resolve the problems such as structural bed connection and steel wall thermal enlargement. In addition the bed and walls must perform independently. Artificial intelligence design |
| ISBN | 978-0-9960437-4-8 |
