Study on the screen sealing characteristics executed at Mileanca dam (Case study)

Authors

  • A. Nicu “Gheorghe Asachi” Technical University, Iasi, Romania
  • C. Nicu Cernaconstruct S.R.L., Iasi, Romania
  • N. Florea “Gheorghe Asachi” Technical University, Iasi, Romania

Keywords:

screen sealing, self-hardening mud, guiding beams, bentonite suspension, impermeable layer (clay marl)

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.

Author Biographies

A. Nicu, “Gheorghe Asachi” Technical University, Iasi, Romania

Faculty of Civil Engineering and Building Services Centre

N. Florea, “Gheorghe Asachi” Technical University, Iasi, Romania

Faculty of Civil Engineering and Building Services Centre

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Published

2016-01-22

Issue

Section

CIVIL ENGINEERING