In year 1885, Boussinesq determined the stress in soil mass due to a point load on surface. To use this correlation, the soil mass should be semi-f…
Read moreUltimate bearing capacity of a shallow foundation can be calculated using Terzaghi’s formula. Empirical formulas are available for three types of f…
Read moreDynamic magnification factor (DMF) takes into account the dynamic effect in increasing a system’s response relative to equivalent static response. …
Read moreMeyerhof provided solution that can solve for the bearing capacity in year 1963. This solution is applicable to shallow foundation regardless of th…
Read moreWhen the soil is under drained condition, self-weight of soil beneath founding plane and cohesion contributes to the bearing capacity of a shallow fo…
Read moreIf a footing is constructed close to a slope, its bearing capacity may be reduced. One of the examples for this situation is the construction of ro…
Read moreIf a shallow foundation sits on layered cohesive soil, then its bearing capacity is influenced by the strength of both soil layers. Both shape fact…
Read moreIn this example, we are looking into a damped SDOF system subjected to forced vibration while having initial displacement and velocity. The solution…
Read moreIn undrained soil, the bearing capacity of shallow foundations is dependent on the undrained cohesion of soil. For the condition where footing is s…
Read moreThere are three modes of failure under a shallow foundation. These failures are depending on the compressibility of soil and the depth of foundation …
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