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Rigidly Framed Earth Retaining Structures - Thermal soil structure interaction of buildings supporting unbalanced lateral earth pressures (Paperback, Softcover reprint of the original 1st ed. 2014)
Loot Price: R6,037
Discovery Miles 60 370
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Rigidly Framed Earth Retaining Structures - Thermal soil structure interaction of buildings supporting unbalanced lateral earth pressures (Paperback, Softcover reprint of the original 1st ed. 2014)
Series: Springer Series in Geomechanics and Geoengineering
Expected to ship within 10 - 15 working days
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Structures placed on hillsides often present a number of challenges
and a limited number of economical choices for site design. An
option sometimes employed is to use the building frame as a
retaining element, comprising a Rigidly Framed Earth Retaining
Structure (RFERS). The relationship between temperature and earth
pressure acting on RFERS, is explored in this monograph through a
4.5 year monitoring program of a heavily instrumented in service
structure. The data indicated that the coefficient of earth
pressure behind the monitored RFERS had a strong linear correlation
with temperature. The study also revealed that thermal cycles,
rather than lateral earth pressure, were the cause of failure in
many structural elements. The book demonstrates that depending on
the relative stiffness of the retained soil mass and that of the
structural frame, the developed lateral earth pressure, during
thermal expansion, can reach magnitudes several times larger than
those determined using classical earth pressure theories.
Additionally, a nearly perpetual lateral displacement away from the
retained soil mass may occur at the free end of the RFERS leading
to unacceptable serviceability problems. These results
suggest that reinforced concrete structures designed for the
flexural stresses imposed by the backfill soil will be inadequately
reinforced to resist stresses produced during the expansion cycles.
Parametric studies of single and multi-story RFERS with varying
geometries and properties are also presented to investigate the
effects of structural stiffness on the displacement of RFERS and
the lateral earth pressure developed in the soil mass. These
studies can aid the reader in selecting appropriate values of
lateral earth pressure for the design of RFERS. Finally, simplified
closed form equations that can be used to predict the lateral drift
of RFERS are presented. KEY WORDS:Â Earth Pressure;
Soil-Structure Interaction; Mechanics; Failure; Distress;
Temperature; Thermal Effects; Concrete; Coefficient of Thermal
Expansion; Segmental Bridges; Jointless Bridges; Integral Bridges;
Geotechnical Instrumentation; Finite Element Modeling; FEM;
Numerical Modeling.
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