4.8 Following are the results of a field unit weight determination test performed by means of the sand cone method: Calibrated dry unit weight of Ottawa sand= 104 lb/ft³ ►Weight of Ottawa sand to fill the cone = 0.258 lb Weight of jar+cone + sand (before use) = 13.21 lb ►Weight of jar + cone + sand (after use) = 6.2 lb Weight of moist soil from hole = 7.3 lb Moisture content of moist soil = 11.6%

Structural Analysis
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Chapter2: Loads On Structures
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Answer 4.8

A
B
C
D
4.9
Yord Laug
0.85
1.2
0.95
0.75
RES
9
6
7
10
4.8 Following are the results of a field unit weight determination test performed by means
of the sand cone method:
Calibrated dry unit weight of Ottawa sand= 104 lb/ft³
Weight of Ottawa sand to fill the cone = 0.258 lb
Weight of jar + cone + sand (before use)
Weight of jar + cone + sand (after use) = 6.2 lb
= 13.21 lb
►Weight of moist soil from hole = 7.3 lb
▶Moisture content of moist soil = 11.6%
Determine the dry unit weight of compaction in the field.
The maximum and minimum dry unit weights of a sand were determined in the
laboratory to be 18.31 and 15.25 kN/m³, respectively. What is the relative compaction
in the field if the relative density is 64%?
4.10 The relative compaction of a sand in the field is 93.5%. Given that y) = 16.98 kN/
m³ and Yd(min) = 14.46 kN/m³, what is the dry unit weights in the field and the relative
density of compaction?
4.11 The relative compaction of a sand in the field is 94%. The maximum and minimum
dry unit weights of the sand are yd (max) =
16.2 kN/m³ and Y4(min) = 14.9 kN/m³. For
the field conditions, determine
a. Dry unit weight
b. Relative density of compaction
C. Moist unit weight at a moisture content of 8%
4.12 The backfill material for a vibroflotation project has the following grain sizes:
D50 = 1.42 mm
D10 = 0.36 mm D ₂0 = 0.52 mm
Determine the stability number, SN.
4.13 Repeat Problem 4.12 with the following:
D10 = 0.40 mm D20 = 0.62 mm
D50
=
0.95 mm
Transcribed Image Text:A B C D 4.9 Yord Laug 0.85 1.2 0.95 0.75 RES 9 6 7 10 4.8 Following are the results of a field unit weight determination test performed by means of the sand cone method: Calibrated dry unit weight of Ottawa sand= 104 lb/ft³ Weight of Ottawa sand to fill the cone = 0.258 lb Weight of jar + cone + sand (before use) Weight of jar + cone + sand (after use) = 6.2 lb = 13.21 lb ►Weight of moist soil from hole = 7.3 lb ▶Moisture content of moist soil = 11.6% Determine the dry unit weight of compaction in the field. The maximum and minimum dry unit weights of a sand were determined in the laboratory to be 18.31 and 15.25 kN/m³, respectively. What is the relative compaction in the field if the relative density is 64%? 4.10 The relative compaction of a sand in the field is 93.5%. Given that y) = 16.98 kN/ m³ and Yd(min) = 14.46 kN/m³, what is the dry unit weights in the field and the relative density of compaction? 4.11 The relative compaction of a sand in the field is 94%. The maximum and minimum dry unit weights of the sand are yd (max) = 16.2 kN/m³ and Y4(min) = 14.9 kN/m³. For the field conditions, determine a. Dry unit weight b. Relative density of compaction C. Moist unit weight at a moisture content of 8% 4.12 The backfill material for a vibroflotation project has the following grain sizes: D50 = 1.42 mm D10 = 0.36 mm D ₂0 = 0.52 mm Determine the stability number, SN. 4.13 Repeat Problem 4.12 with the following: D10 = 0.40 mm D20 = 0.62 mm D50 = 0.95 mm
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