A two-story reinforced concrete building is to be built on a vacant parcel of land. This build-ing will be 100 ft wide and 200 ft long. Based on information from other borings on adjacent properties, you are reasonably certain that the soils below a depth of 5 to 8 ft (1.5–2.5 m) are strong and relatively incompressible. However, the upper soils are questionable be-cause several uncompacted fills have been found in the neighborhood. Not only are these uncompacted fills loose, they have often contained various debris such as wood, rocks, andmiscellaneous trash. However, none of these deleterious materials is present at the groundsurface at this site.Plan a site investigation program for this project and present your plan in the form ofwritten instructions to your field crew. This plan should include specific instructions regardingwhat to do, where to do it, and any special instructions. You should presume that the field crewis experienced in soil investigation work, but is completely unfamiliar with this site.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A two-story reinforced concrete building is to be built on a vacant parcel of land. This build-
ing will be 100 ft wide and 200 ft long. Based on information from other borings on adjacent

properties, you are reasonably certain that the soils below a depth of 5 to 8 ft (1.5–2.5 m)

are strong and relatively incompressible. However, the upper soils are questionable be-
cause several uncompacted fills have been found in the neighborhood. Not only are these

uncompacted fills loose, they have often contained various debris such as wood, rocks, and
miscellaneous trash. However, none of these deleterious materials is present at the ground
surface at this site.
Plan a site investigation program for this project and present your plan in the form of
written instructions to your field crew. This plan should include specific instructions regarding
what to do, where to do it, and any special instructions. You should presume that the field crew
is experienced in soil investigation work, but is completely unfamiliar with this site.

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