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The calculation of stresses and strains for serviceability limit states is often based on crude simplifications and the excavation walls are assumed “wished in place”. As a common practice the earth pressure at rest is taken as initial state. In reality the construction procedure may be one of the dominant factors for deformations. This topic is investigated by a number of case studies. Although some construction procedures can already be modelled, up to now in many cases a theory is still missing.
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