Complete the table and plot the compaction curve. Show complete solution. Need ASAP. thank you. Standard Proctor Compaction TestDescription of soil: Light brown clayey siltVolume of mold: 1/30 ft³Weight of hammer: 5.5 lbNo. of layers: 3No. of blows per layer: 25Table 1. Standard Proctor Compaction Test- Determination of Dry Unit WeightTEST1234564.704.704.704.704.704.701. Weight of the Mold, W, (kg)2. Weight of Mold + Moist Soil, W2(kg)3. Weight of Moist Soil,W;-W, (kg)6.446.546.606.646.596.574. Moist Unit WeightW2 – W1 kg.Y =(V)m35. Moisture Can No.20221222224220650453.953.253.254.054.740.76. Mass of Moisture Can, W, (g)7. Mass of Moisture Can + Moist Soil,W.8. Mass of Moisture Can + Dry Soil,Ws9. Moisture Content252.9353.9439.0490.0422.7242.9236.9325.9401.0441.4374.6211.0W4 – W5w (%) =(100)W5 – W310. Dry Unit Weight of Compaction(kNydw (%)1+100

Given data, Volume V = 1/30 ft3 = 0.033 ft3 = 0.00093 m3

Answered: Complete the table and plot the…

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Civil Engineering

Complete the table and plot the compaction curve. Show complete solution. Need ASAP. thank you.

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter4: Plasticity And Structure Of Soil

Section: Chapter Questions

Problem 4.8P

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Question

Complete the table and plot the compaction curve. Show complete solution. Need ASAP. thank you.

Standard Proctor Compaction Test
Description of soil: Light brown clayey silt
Volume of mold: 1/30 ft³
Weight of hammer: 5.5 lb
No. of layers: 3
No. of blows per layer: 25
Table 1. Standard Proctor Compaction Test- Determination of Dry Unit Weight
TEST
1
2
3
4
5
6
4.70
4.70
4.70
4.70
4.70
4.70
1. Weight of the Mold, W, (kg)
2. Weight of Mold + Moist Soil, W2
(kg)
3. Weight of Moist Soil,
W;-W, (kg)
6.44
6.54
6.60
6.64
6.59
6.57
4. Moist Unit Weight
W2 – W1 kg.
Y =
(V)
m3
5. Moisture Can No.
202
212
222
242
206
504
53.9
53.2
53.2
54.0
54.7
40.7
6. Mass of Moisture Can, W, (g)
7. Mass of Moisture Can + Moist Soil,
W.
8. Mass of Moisture Can + Dry Soil,
Ws
9. Moisture Content
252.9
353.9
439.0
490.0
422.7
242.9
236.9
325.9
401.0
441.4
374.6
211.0
W4 – W5
w (%) =
(100)
W5 – W3
10. Dry Unit Weight of Compaction
(kN
yd
w (%)
1+
100

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