6.8 A standard Proctor test was conducted on a silty clay soil collected from a proposed construction site. The results are shown in the following table. (u2) Mass of moist soil in the mold (g) Moisture 0.S content (%) Trial no. II 1 1689 12.7 2 1752 15.0 ETS 08.0 VI 3 1800 17.8 onimetsh TS 4 1845 20.6 5 23.8 A0 1844 adT CLD a. Determine the maximum dry density (kg/m³) of compaction and the op- timum moisture content. Given: Mold volume = 943.3 cm³. D. If specification calls for 99% relative compaction in the field, what would be the field dry density and the of acceptable moisture content? onstruction site in Problem 6.8. As part of a a sand cone range
6.8 A standard Proctor test was conducted on a silty clay soil collected from a proposed construction site. The results are shown in the following table. (u2) Mass of moist soil in the mold (g) Moisture 0.S content (%) Trial no. II 1 1689 12.7 2 1752 15.0 ETS 08.0 VI 3 1800 17.8 onimetsh TS 4 1845 20.6 5 23.8 A0 1844 adT CLD a. Determine the maximum dry density (kg/m³) of compaction and the op- timum moisture content. Given: Mold volume = 943.3 cm³. D. If specification calls for 99% relative compaction in the field, what would be the field dry density and the of acceptable moisture content? onstruction site in Problem 6.8. As part of a a sand cone range
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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