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- W652790018 abstract "Reinforced soil structures are frequently used as bridge abutments or as walls supporting industrial structures or other facilities including roads. In both conditions, concentrated line roads are applied to the top of the structure and positioned close to the face. The problem of calculating the distribution of concentrated loads has been considered in a number of design codes. However, a number of deficiencies and inconsistencies in the various methods are apparent. The paper introduces the incremental mirror method (imm) for determining the relative pressure distribution under a load and demonstrates how this can be used in the analysis of structures. Comparison is made between the imm method and the United Kingdom design methods using parametric studies based upon a specially written computer program. This illustrates the strengths and weaknesses of the various techniques over a range of structural geometries. It is suggested that the imm method offers the most realistic approach to this problem.(a) for the covering abstract of the symposium see IRRD 818063." @default.
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- W652790018 date "1988-01-01" @default.
- W652790018 modified "2023-09-24" @default.
- W652790018 title "THE ANALYSIS OF VERTICAL LOADS APPLIED TO THE TOP OF REINFORCED EARTH STRUCTURES ---PROCEEDINGS OF THE INTERNATIONAL SYMPOSIUM ON THEORY AND PRACTICE OF EARTH REINFORCEMENT, FUKUOKA, KYUSHU, JAPAN, 5-7 OCTOBER 1988" @default.
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