FIELD: construction.
SUBSTANCE: unit of a ground dam coupling with a concrete structure includes a coupling abutment. The surface of the abutment coupling with the water-retention part of the ground dam is coated with a bentonite mat, comprising layers of woven and non-woven geotextile, between which granules of sodium bentonite are arranged. The bentonite mat with a layer of woven geotextile adjoins a coupling abutment, and with the layer of a non-woven geotextile it faces the side of the ground dam.
EFFECT: increased filtration strength of the ground dam coupling unit with the concrete structure due to reduced chances for cracking in the area of the concrete abutment coupling with the ground dam, prevention of the soil material washing with water that moves directly along the coupling contact, and provision of this water amount monitoring.
7 cl, 4 dwg
Title | Year | Author | Number |
---|---|---|---|
UNIT OF GROUND DAM COUPLING WITH CONCRETE STRUCTURE | 2010 |
|
RU2415996C1 |
UNIT OF GROUND DAM COUPLING WITH CONCRETE OVERFLOW WEIR | 2011 |
|
RU2448214C1 |
WATER ENGINEERING SYSTEM ON PERMAFROST SOILS | 2010 |
|
RU2416692C1 |
SOIL NON-HOMOGENUOUS FILL DAM | 2008 |
|
RU2377363C1 |
JUNCTION CONNECTING EARTH DAM WITH CONCRETE STRUCTURE | 1992 |
|
RU2007511C1 |
GROUND HETEROGENEOUS ROCK-FILL DAM | 2008 |
|
RU2376416C1 |
UNIT FOR JUNCTION OF EARTH DAM WITH CONCRETE STRUCTURE | 2007 |
|
RU2373330C2 |
WATER-ENGINEERING SYSTEM ON PERPETUALLY FROZEN SOILS | 2008 |
|
RU2374387C1 |
OPEN SPILLWAY ON NON-ROCK FOUNDATION | 2008 |
|
RU2375520C1 |
UNDERGROUND PART OF CONCRETE WALL WITH WALL DRAIN | 2011 |
|
RU2462560C1 |
Authors
Dates
2011-05-10—Published
2010-02-15—Filed