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CIBv2015 >
Please use this identifier to cite or link to this item:
http://hdl.handle.net/123456789/2026
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| Title: | STUDY ON THE SCREEN SEALING CHARACTERISTICS EXECUTED AT MILEANCA DAM (CASE STUDY) |
| Authors: | A. NICU, C. NICU
N. FLOREA |
| Keywords: | screen sealing,
self-hardening mud,
guiding beams,
bentonite suspension,
impermeable layer (clay marl). |
| Issue Date: | 2015 |
| Publisher: | Transilvania University Press Brasov |
| Abstract: | Using the solution of self-hardening mud to complete the
Mileanca dam screen sealing has stopped the infiltration of water through
the permeable layers. The screen seal has a width of 60 cm and a variable
depth H = 7 to 11 m. It is embedded in the shale layer, to a depth of 1 m. The
work was done by respecting the technology and the self-hardening mud
recipe was established after laboratory assessment and land verification with
the consent of the engineer and the beneficiary. |
| URI: | http://hdl.handle.net/123456789/2026 |
| ISSN: | 2285-7656 |
| Appears in Collections: | CIBv2015
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