![]() In this manner, we maintain the pressure under the foundation at the same level. This is the initiation of the foundation design. The column load at the serviceability limit state (SLS) will be divided by the allowable bearing capacity of the soil to obtain the area of the footings. Sizing of the shallow foundations is done based on the allowable bearing capacity.Īrea of Foundation = Column Load (SLS) / Allowable Bearing Capacity Therefore, it is required to avoid differential settlement of foundations and to minimize or maintain the settlement of foundations within the limits. However, when the settlement of the structure is significant though it is uniform, there will be issues such as damage to the connections with other structures, formation level difference at the connection to the outside, etc. When there is a uniform settlement of the foundations, we have no major issue if the whole structure settles with the ground floor similarly. It is uneven/unequal settlement of foundations due to the movement of the ground, changes in the ground conditions and external factors affecting the stability of the foundations. also caused the settlement of this nature. ![]() In addition, other environmental changes, external influences such as ground vibrations, etc. ![]() Differential settlement of foundations is connected with many areas of construction and ground conditions. ![]()
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