By American Society of Civil Engineers
ANSI/ASCE/T&DI typical 21-05 is a component 1 of the four-part computerized humans Mover (APM) criteria, which determine the minimal specifications for protection and function for APM platforms. A complete revision of ASCE commonplace 21-96, this typical comprises minimal necessities for the layout, building, operation, and upkeep of APM structures. somebody who owns, operates, builds, continues, designs, assessments, insures, oversees, or certifies APMs or different cutting edge expertise transit platforms, resembling magnetic levitation, air cushion, and monorail structures, will enjoy the normal. it is going to even be valuable to transportation engineers, safeguard engineers, and contractors of APM platforms
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Extra resources for Automated people mover standards . / Part 3
The boundary conditions at ground surface need to be described in terms of a moisture ﬂux when performing the cover design. The ground surface has moisture either coming down in the form of precipitation or going up in the form of evaporation and evapotranspiration. The quantiﬁcation of the net moisture ﬂux boundary conditions at the ground surface has also proven to be a challenging analysis. A cover system can be viewed as a thin interface placed between the overlying atmosphere and the underlying soil strata, as shown in Fig.
The description of the state variables for an unsaturated soil becomes the fundamental building block for developing an applied engineering science. It is the ability to describe soil behavior in terms of stress state variables that allows us to refer to unsaturated soil mechanics as a science. The universal acceptance of unsaturated soil mechanics as a science depends largely upon how well the stress state variables can be deﬁned, justiﬁed, and measured. The universal acceptance of the description of the stress state for an unsaturated soil has unfortunately been slow.
Deformation state variables: Non–material variables required for the characterization of deformation conditions or deviations from an initial state. Constitutive relations: Single-valued equations expressing a mathematical relationship between state variables. ” Typical state variables for an elastic body are given as those variables describing the strain ﬁeld, the stress ﬁeld, and its geometry. The state variables must be independent of the physical properties of the material system. Temperature is also a state variable.
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