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- W205122914 abstract "Publisher SummaryThis chapter outlines an efficient computer-based method of elastic-bending analysis of long retaining walls resting on rough isotropic, homogeneous half spaces. The structural/numerical modeling of the wall structure involves the direct stiffness method. For elastic half space, the classical solutions for vertical and horizontal point-loads acting on the surface are used to develop the flexibility matrix of the foundation. Inverting this matrix yields the soil stiffness matrix, which—when coupled with the stiffness matrix of the structure—gives the stiffness matrix of the structure-foundation system. Some numerical results of analysis of an example are included for illustration. The retaining wall is an infinitely long structure with length-wise uniform geometry and material properties. To develop the stiffness matrix of the structure, the unit-length wall segment is idealized—using thin and prismatic elements. Thus, the wall numerical modeling is an extension of the classical direct stiffness method related to frames." @default.
- W205122914 created "2016-06-24" @default.
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- W205122914 date "2003-01-01" @default.
- W205122914 modified "2023-10-18" @default.
- W205122914 title "Flexural analysis of concrete retaining walls on rough elastic half-space" @default.
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- W205122914 doi "https://doi.org/10.1016/b978-008044046-0.50109-3" @default.
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