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<< Click to Display Table of Contents >> Navigation: Eurocodice (EN 1997) > EN 1997 - 2 > Content of Eurocode 7-2 > Field tests in soil and rock > Annex D |
D.1 Example for deriving values of the effective angle of shearing resistance and drained Young’s modulus Annex D.1
D.2 Example of a correlation between the cone penetration resistance and the effective angle of shearing resistance
D.3 Example of a method to determine the settlement for spread foundations
D.4 Example of a correlation between the oedometer modulus and the cone penetration resistance
D.5 Examples of establishing the stress-dependent oedometer modulus from CPT results
D.6 Example of a correlation between compressive resistance of a single pile and cone penetration resistance
D.7 Example of a method to determine the compressive resistance of a single pile.