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Analysis using the compression constant
Equation to compute compression of an ith soil layer below foundation having a thickness h arises from the definition of compression constant C:
| where: | σor,i | - | vertical component of original geostatic stress in the middle of ith layer |
| σz,i | - | vertical component of incremental stress (e.g. stress due to structure surcharge) inducing layer compression | |
| hi | - | thickness of the ith layer | |
| Ci | - | compression constant in the ith layer |
The program allows for inputting either the compression constant Ci or the compression constant C10 (the program itself carries out the transformation).
Literature:
Arnold Verruijt: Soil mechanics, Delft University of Technology, 2001, 2006, http://geo.verruijt.net/
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