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New   -  Workshop, Analysis of raft and piled raft by the program ELPLA At the university Siegen in Germany on Wednesday 11 November 2009 New   -  New Tutorial Examples    - GEOTEC Office 9.2 Service Pack 1.0        
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- ELPLA> Verification Examples>

Example 10: Flexible foundation and rigid raft on layered subsoil

Example 10: Flexible foundation and rigid raft on layered subsoil

Description of the problem

The definition of the characteristic point so according to Graßhoff (1955) can be used to verify the mathematical model of ELPLA for flexible foundation and rigid raft. The characteristic point of a uniformly loaded area on the surface is defined as that point of a flexible settlement so is identical with the rigid displacement wo. For a rectangular area, the characteristic point takes the coordinates ac =0.87A and bc = 0.87B, where A and B are the area sides.

Figure 12 shows a raft of dimensions 8 [m] * 12 [m] resting on three different soil layers of thicknesses 7 [m], 5 [m] and 6 [m], respectively.


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