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Figure 10.2. Examples of ultimate limit states for footings fi.e. weaker strata are unlikely to occur at depth, structural weaknesses such as faults are absent, and solution features and other voids are not expected.

Eurocode 7 lists a number of things that must be considered when choosing the depth of a spread foundation, some of which are illustrated in Figure

Adequate bearing stratum n

Soluble materials y Ground water table

Soluble materials y Ground water table

Figure 10.3. Design considerations for footings

Adequate bearing stratum n

Figure 10.3. Design considerations for footings

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