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Problem 1 Trial No. 1 2 3 4 5 6 Weight of moist soil in mold Moisture Content (%) (lb) 3.7 8.6 4.15 10.6 4.69 12.5 4.62 14.9 4.02 16.7 3.63 18.3 1 a. Mold Volume = ft³ or 944 cm³ 30 W y = m 3.7 Y₁ =111 lb 4.15 lb 4.69 lb Y2 = 124.5 1 Y3 = 140.7 ft3 1 ft³ 30 30 30 4.62 lb 4.02 lb 3.63 lb Y4= = 138.6- 1 ft³ Ys= = 120.6 1 ft3 Y6= 108.9 1 ft3 30 30 30 Ya w(%) 1+ 100 111 124.5 Yd₁ = 102.21 pcf Yaz == 112.57 pcf 8.6 10.6 1+ 1+ 100 100 140.7 138.6 Y dz = 125.07 pcf Ya. == 120.63 pcf 12.5 14.9 1+ 1+ 100 100 120.6 108.9 Yas == = 103.34 pcf Ya = 92.05 pcf 16.7 18.3 1+ 1+ 100 100 = 125.07 pcf Yamax Wopt 12.5 % b. G₁ = 2.69 Void Ratio (e) = 1 => Vw 2.69 125.07 62.4 wGs 1 = 0.342 .125 * 2.69 Degree of Saturation Swopt e 0.342 = .9829 98.29% graph? 13 15

Problem 1 Trial No. 1 2 3 4 5 6 Weight of moist soil in mold Moisture Content (%) (lb) 3.7 8.6 4.15 10.6 4.69 12.5 4.62 14.9 4.02 16.7 3.63 18.3 1 a. Mold Volume = ft³ or 944 cm³ 30 W y = m 3.7 Y₁ =111 lb 4.15 lb 4.69 lb Y2 = 124.5 1 Y3 = 140.7 ft3 1 ft³ 30 30 30 4.62 lb 4.02 lb 3.63 lb Y4= = 138.6- 1 ft³ Ys= = 120.6 1 ft3 Y6= 108.9 1 ft3 30 30 30 Ya w(%) 1+ 100 111 124.5 Yd₁ = 102.21 pcf Yaz == 112.57 pcf 8.6 10.6 1+ 1+ 100 100 140.7 138.6 Y dz = 125.07 pcf Ya. == 120.63 pcf 12.5 14.9 1+ 1+ 100 100 120.6 108.9 Yas == = 103.34 pcf Ya = 92.05 pcf 16.7 18.3 1+ 1+ 100 100 = 125.07 pcf Yamax Wopt 12.5 % b. G₁ = 2.69 Void Ratio (e) = 1 => Vw 2.69 125.07 62.4 wGs 1 = 0.342 .125 * 2.69 Degree of Saturation Swopt e 0.342 = .9829 98.29% graph? 13 15

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem 1 Trial No. 1 2 3 4 5 6 Weight of moist soil in mold Moisture Content (%) (lb) 3.7 8.6 4.15 10.6 4.69 12.5 4.62 14.9 4.02 16.7 3.63 18.3 1 a. Mold Volume = ft³ or 944 cm³ 30 W y = m 3.7 Y₁ =111 lb 4.15 lb 4.69 lb Y2 = 124.5 1 Y3 = 140.7 ft3 1 ft³ 30 30 30 4.62 lb 4.02 lb 3.63 lb Y4= = 138.6- 1 ft³ Ys= = 120.6 1 ft3 Y6= 108.9 1 ft3 30 30 30 Ya w(%) 1+ 100 111 124.5 Yd₁ = 102.21 pcf Yaz == 112.57 pcf 8.6 10.6 1+ 1+ 100 100 140.7 138.6 Y dz = 125.07 pcf Ya. == 120.63 pcf 12.5 14.9 1+ 1+ 100 100 120.6 108.9 Yas == = 103.34 pcf Ya = 92.05 pcf 16.7 18.3 1+ 1+ 100 100 = 125.07 pcf Yamax Wopt 12.5 % b. G₁ = 2.69 Void Ratio (e) = 1 => Vw 2.69 125.07 62.4 wGs 1 = 0.342 .125 * 2.69 Degree of Saturation Swopt e 0.342 = .9829 98.29% graph? 13 15
Transcribed Image Text:Problem 1 Trial No. 1 2 3 4 5 6 Weight of moist soil in mold Moisture Content (%) (lb) 3.7 8.6 4.15 10.6 4.69 12.5 4.62 14.9 4.02 16.7 3.63 18.3 1 a. Mold Volume = ft³ or 944 cm³ 30 W y = m 3.7 Y₁ =111 lb 4.15 lb 4.69 lb Y2 = 124.5 1 Y3 = 140.7 ft3 1 ft³ 30 30 30 4.62 lb 4.02 lb 3.63 lb Y4= = 138.6- 1 ft³ Ys= = 120.6 1 ft3 Y6= 108.9 1 ft3 30 30 30 Ya w(%) 1+ 100 111 124.5 Yd₁ = 102.21 pcf Yaz == 112.57 pcf 8.6 10.6 1+ 1+ 100 100 140.7 138.6 Y dz = 125.07 pcf Ya. == 120.63 pcf 12.5 14.9 1+ 1+ 100 100 120.6 108.9 Yas == = 103.34 pcf Ya = 92.05 pcf 16.7 18.3 1+ 1+ 100 100 = 125.07 pcf Yamax Wopt 12.5 % b. G₁ = 2.69 Void Ratio (e) = 1 => Vw 2.69 125.07 62.4 wGs 1 = 0.342 .125 * 2.69 Degree of Saturation Swopt e 0.342 = .9829 98.29% graph? 13 15
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