Question 2. In Figure 2, let L1= 4 m, L2 5 m, and l1 =2 m. Also, let y 17 kN/m³, Yat = 20 kN/m², o' = 35°, and c = 30 kN/m?. (i) Determine the theoretical depth of embedment of the sheet-pile wall. (ii) Calculate the anchor force per unit length of the wall. (iii) If L1 = 2 m, L2 =7 m and other parameters remain the same, what will happen to the theoretical depth of embedment and anchor force? Explain. (iv) If LI =5 m, L2 = 4 m and other parameters remain the same, what will happen to the theoretical depth of embedment and anchor force? Explain. Water level Sand, Y. Sand Dredge line D Clay Clay Yat D
Question 2. In Figure 2, let L1= 4 m, L2 5 m, and l1 =2 m. Also, let y 17 kN/m³, Yat = 20 kN/m², o' = 35°, and c = 30 kN/m?. (i) Determine the theoretical depth of embedment of the sheet-pile wall. (ii) Calculate the anchor force per unit length of the wall. (iii) If L1 = 2 m, L2 =7 m and other parameters remain the same, what will happen to the theoretical depth of embedment and anchor force? Explain. (iv) If LI =5 m, L2 = 4 m and other parameters remain the same, what will happen to the theoretical depth of embedment and anchor force? Explain. Water level Sand, Y. Sand Dredge line D Clay Clay Yat D
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter12: Lateral Earth Pressure
Section: Chapter Questions
Problem 12.5P
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![Question 2. In Figure 2, let L1 = 4 m, L2 = 5 m, and l = 2 m. Also, let y = 17 kN/m³,
Ysat = 20 kN/m³, o' = 35°, and c = 30 kN/m².
(i) Determine the theoretical depth of embedment of the sheet-pile wall.
(ii) Calculate the anchor force per unit length of the wall.
(iii) If L1 = 2 m, L2 = 7 m and other parameters remain the same, what will happen to the
theoretical depth of embedment and anchor force? Explain.
(iv) If L1 = 5 m, L2 = 4 m and other parameters remain the same, what will happen to the
theoretical depth of embedment and anchor force? Explain.
A
L, o
Water level
Sand, y, '
Sand
Dredge line
D
Clay
Clay
Yat
= 0
Figure 2. Sheet-pile-wall](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0ca03b77-adcd-408c-84df-2e8dc430e0b5%2F88f68a05-495a-4b4f-a492-67ddef5dfaea%2F05aggwo_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Question 2. In Figure 2, let L1 = 4 m, L2 = 5 m, and l = 2 m. Also, let y = 17 kN/m³,
Ysat = 20 kN/m³, o' = 35°, and c = 30 kN/m².
(i) Determine the theoretical depth of embedment of the sheet-pile wall.
(ii) Calculate the anchor force per unit length of the wall.
(iii) If L1 = 2 m, L2 = 7 m and other parameters remain the same, what will happen to the
theoretical depth of embedment and anchor force? Explain.
(iv) If L1 = 5 m, L2 = 4 m and other parameters remain the same, what will happen to the
theoretical depth of embedment and anchor force? Explain.
A
L, o
Water level
Sand, y, '
Sand
Dredge line
D
Clay
Clay
Yat
= 0
Figure 2. Sheet-pile-wall
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