sand cone method. • Calibrated dry density of Ottawa sand = 1667 ??/?3 • Mass of Ottawa sand to fill the cone = 0.117 kg • Mass of jar + cone + sand (before use) = 6.1 kg • Mass of jar + cone + sand (after use) = 2.83 kg • Mass of moist soil from hole = 3.35 kg • Moisture content of moist soil = 16.1% a. Determine the dry unit weight of compaction in the field. (ANS: 14.97kn/m3)   PLS ANSWER NUMBER 2 WITH COMPLETE SOLUTION 2. What is the relative compaction in the field if the maximum dry unit weight in the laboratory is 15.93

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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As part of a quality controlprogram, 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 dry density of Ottawa sand = 1667 ??/?3
• Mass of Ottawa sand to fill the cone = 0.117 kg
• Mass of jar + cone + sand (before use) = 6.1 kg
• Mass of jar + cone + sand (after use) = 2.83 kg
• Mass of moist soil from hole = 3.35 kg
• Moisture content of moist soil = 16.1%
a. Determine the dry unit weight of compaction in the field. (ANS: 14.97kn/m3)

 

PLS ANSWER NUMBER 2 WITH COMPLETE SOLUTION

2. What is the relative compaction in the field if the maximum dry unit weight in the laboratory is 15.93 ??/?3? 

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