Deutsches Institut fur Normung e. V.

Execution of special geotechnical work - Diaphragm walls
 N EN 1538

Annotation

This European Standard establishes general principles for the execution of diaphragm walls as either retaining walls or cut-off walls.

NOTE 1 This standard covers only structures constructed in a trench excavated with a support fluid or in dry conditions, where soil is removed and replaced by concrete or slurry and with wall thickness B ? 40 cm.

NOTE 2 Diaphragm walls can be permanent or temporary structures.

NOTE 3 The following types of structure are considered:

a) retaining walls: usually constructed to support the sides of an excavation in the ground. They include:

1) cast in situ concrete diaphragm walls;

2) precast concrete diaphragm walls;

3) reinforced slurry walls;

b) cut-off walls: usually constructed to prevent migration of groundwater, clear or polluted, or of other contaminants present in the ground. They include:

1) slurry walls (possibly with membranes or sheet piles);

2) plastic concrete walls.

NOTE 4 Walls formed shallow vertical trenches (typically excavations with a ratio of depth over thickness D/B < 5 or D < 5 m) are not covered by this standard.

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