Title of article
Design of shallow foundations under tensile loading for transmission line towers: An overview
Author/Authors
Pacheco، نويسنده , , M.P. and Danziger، نويسنده , , F.A.B. and Pinto، نويسنده , , C. Pereira، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2008
Pages
10
From page
226
To page
235
Abstract
Tensioned foundations are common in civil engineering applications such as transmission towers, harbors, offshore structures, basement slabs under pressure, industrial equipment, etc. Procedures for the design of tensioned foundations are discussed in this paper, including specific recommendations for more common transmission tower foundations. Starting from a distinction between shallow and deep modes of failure, the paper presents the most common failure mechanisms for shallow failure in tension, including procedures for calculation of foundation tensile capacity under vertical and inclined loading. Emphasis is given to the influence of the strength of the compacted backfill compared to the strength of the natural soil, including presentation of results of full-scale loading tests.
Keywords
Tensile capacity , Shallow foundation , Failure modes , Inclined loading
Journal title
Engineering Geology
Serial Year
2008
Journal title
Engineering Geology
Record number
2347137
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