By Charles George Ramsey
The hot scholar variation of the definitive architectural reference
For seventy-five years, Architectural photo criteria has been the go-to reference for architects, developers, and engineers. Revised for the 1st time considering the fact that 2000, Architectural picture criteria, pupil version offers scholars their very own convenient resource.
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Extra resources for Architectural Graphic Standards: Student Edition
These relationships can be graphed in a nearly bell-shaped curve, with the maximum density at the apex, corresponding to the optimum moisture content. Standard laboratory tests, such as the Standard Proctor (ASTM D 698) and Modified Proctor (ASTM D 1557), use a standard-size mold and a specific level of compactive energy to develop the moisture density curve for a specific soil. The maximum density from these curves defines the 100 percent level of compaction for a given soil. Compaction requirements for fill and backfill are generally specified as a percentage of the maximum density, typically between 90 to 95 percent, as determined using one of the standard laboratory tests mentioned above.
Even a relatively small collapse can severely injure or kill a worker. For safety purposes, therefore, OHSA requires trenches more than 5 ft deep be supported with shoring, or protected with a trench box, before allowing worker access. LATERAL SUPPORT Walls that extend to depths of 10 to 15 ft can generally be self-supported or cantilevered and do not require additional lateral support. This is accomplished by extending the shoring sufficient depth below the excavation. These “cantilevered” walls resist the lateral pressures from the soil and groundwater, although some deflection at the top of the wall should be expected.
Vibratory steel drum rollers and vibratory plate compacters are considered the most effective compaction equipment for granular soils. Fine-grained soils hold more moisture and have higher internal interparticle forces. Vibratory energy is much less effective for these soils. Clayey soils require more mechanical energy to break down the internal forces during compaction. The kneading action of a sheepsfoot roller is very effective in this regard. Washington DC; Stephen S. Szoke, PE, National Concrete Masonry Association, Herndon, Virginia; Daniel Zechmeister, PE, Masonry Institute of Michigan, Livonia, Michigan; Paul Johnson, AIA, Senior Architect, SmithGroup, Detroit, Michigan.