Refer to the silty clay soil at the construction site in Problem 1. As part of a quality control program, the field inspection engineer conducted a sand cone test to determine the field density. The following data were recorded using the sand cone method. Calibrated density of the used sand is 1667 kg/m³ Mass of sand needed to fill the cone (only the cone) is 0.117 kg Mass of jar + cone + sand before use is 6.1 kg Mass of jar + cone + sand after use is 2.83 kg Mass of moist soil from the hole is 3.35 kg Moisture content of moist soil 16.1% Determine: A. The dry unit weight of compaction in the field? B. The relative compaction (DOC) in the field? C. Was the compaction specification stated in Problem 1 met?

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Fluid Materials

In general terms, anything that flows can be termed as a fluid. In other words, a fluid is any substance that cannot resist shear forces and deforms continuously under the application of external shear forces. Fluid materials differ completely from solid materials such as metals and alloys. For instance, if we consider two infinitesimally small cross-sectional areas of fluid materials and solid materials, and apply shear forces to these elements, both the elements will undergo deformation. Upon releasing the shear force, the element of the solid materials will regain its original orientation, but the element of the fluid materials will keep on deforming continuously under the action of the shear force.