Method and arrangement for monitoring a structural foundation

A method for monitoring a structural foundation in a ground for a structure, wherein

• ground parameters are determined for the ground,
• based on the determined ground parameters a preliminary ground model is calculated by means of a computer unit, on which a design of the structural foundation is laid out taking into consideration specification data of the structure to be erected,
• during and/or after the production of the structural foundation measured values relating to settlements, distortions and/or forces on the structural foundation or the structure are recorded by means of measuring means,
• the measured values are forwarded to the computer unit which checks if the measured values are consistent with the preliminary ground model, and
• if the measured values are not consistent with the preliminary ground model, a subsequent ground model, in which the measured values are consistent with the new ground model, is calculated by the computer unit,
• wherein the preliminary ground model is compared with the subsequent ground model as to what extent specification data of the foundation are met, and
• wherein a warning is issued by the computer unit if specification data for the structural foundation are no longer met in the subsequent ground model.