When an adjacent footing overlay the area of the soil wedge of a retaining structure, the footing exerts a lateral surcharge pressure against the retaining wall, which must be considered in the analysis and design of the retaining structure.
Category: Foundations
Transfer structures are used in buildings with vertical element discontinuities and where a direct load passage to the foundations is not practicable. This article offers…
Column base plates are provided beneath steel columns in order to transmit the applied design forces safely to the foundations. Steel columns are heavily loaded and their cross-sections are typically small…….
![[Update] Retaining Wall Construction Methods](https://structurescentre.com/wp-content/uploads/2023/10/retaining-wa-const-330x288.jpeg)
Retaining walls with respect to their form and construction method can be grouped into three categories vis a vis: gravity, embedded and hybrid. This is discussed in this article.
This article highlights the design of strap foundations: a very viable solution where the position of column with respect to its foundation must be eccentric as a result of site constraints.
The justification for combining loads from two or more super-structural element typically stems from restrictions. For instance, where the columns are closely spaced such that independent pile caps are impossible to construct as a result of overlapping.
Slab rafts are the simplest form of raft foundation typically encountered in practice. The motivation as with other raft foundation is to bring applied pressures to acceptable limits.
![[Update] A Background to Piling](https://structurescentre.com/wp-content/uploads/2021/05/images-21-330x288.jpeg)
Piling is one of the oldest types of foundation technique known to mankind. Its principle is based on transferring the loads from a structure through…
Foundation design has traditionally been conducted using the permissible stress method with the application of a global factor of safety. With the introduction of Eurocode 7, however, a distinctive design philosophy was presented, one that is based on the application partial factors. Thus, this article aims to investigate if higher bearing capacity values can be justified to Eurocode 7.
Retaining walls with respect to their form and construction method can be grouped into three categories vis a vis: gravity, embedded and hybrid. This is discussed in this article.