Case study cellar at riverside

Case Riverside 15 Kelder in bouwput De maximale waterstanden van de laatste 10 jaar: Als de bouwput volloopt is de schade 50 M €

Methode der momenten 16 = gemiddelde:NAP m. = st. afwijking: 0.34 m. - Normale verdeling: k =4.7 1/jaar - Exponentiele verdeling: => 1/jaar

Fitten van de verdeling 17

Verdelingen 18

Het Bondsdag-gebouw in Bonn 19

Alternative: close cellar- sheetpile 20

Faulttree 21 Heave Basement Waterpressure Overtopping d.w.

Faulttree 22 Heave Basement Waterpressure Overtopping d.w. Waterstop fails

Faulttree 21 Heave Basement Waterpressure Leakage under d.w. Overtopping d.w. Leakage through d.w. Leakage through clay

Faulttree 22 Heave Basement Waterpressure Leakage under d.w. Overtopping d.w. Leakage through d.w. Leakage through clay Waterstop fails

Faulttree 21 Heave Basement Waterpressure Leakage under d.w. Overtopping d.w. Leakage through d.w. Pump F. No ballast Detect F. Leakage through clay

Faulttree 22 Heave Basement Waterpressure Leakage under d.w. Overtopping d.w. Leakage through d.w. Pump F. No ballast Detect F. Leakage through clay Waterstop fails