Analysis of Piles and Piers Foundation Subjected to Lateral Load in Seismic and Static Condition

In seismic and static situations, a matrix approach is described for determining soil-foundation contact reaction and lateral displacement on piles and piers. The method is based on the soil mass’s deformation compatibility with the foundation structure. The four possible border cases in professional practise are discussed. During an earthquake, the technique considers the compressibility of…
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August 2, 2021 0