== 8.12 Find the factor of safety against heave on the downstream side of the single- row sheet pile structure shown in Figure 7.9. (Note: The depth of penetration of sheet piles into the permeable layer is 15 ft.) Assume ysat 120 lb/ft³. 8.13 Repeat Problem 8.12 assuming that a filter 6-ft thick is placed on the down- stream side. We are given Ysat(filter) 127 lb/ft³ and Y(filter) = 105 lb/ft². - Sheet pile Ground surface 15 ft Figure 7.9 30 ft 31 E 65f Impermeable layer

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
Section: Chapter Questions
Problem 7.2P
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==
8.12 Find the factor of safety against heave on the downstream side of the single-
row sheet pile structure shown in Figure 7.9. (Note: The depth of penetration
of sheet piles into the permeable layer is 15 ft.) Assume ysat 120 lb/ft³.
8.13 Repeat Problem 8.12 assuming that a filter 6-ft thick is placed on the down-
stream side. We are given Ysat(filter)
127 lb/ft³ and Y(filter) = 105 lb/ft².
-
Sheet pile
Ground surface
15 ft
Figure 7.9
30 ft
31
E
65f
Impermeable layer
Transcribed Image Text:== 8.12 Find the factor of safety against heave on the downstream side of the single- row sheet pile structure shown in Figure 7.9. (Note: The depth of penetration of sheet piles into the permeable layer is 15 ft.) Assume ysat 120 lb/ft³. 8.13 Repeat Problem 8.12 assuming that a filter 6-ft thick is placed on the down- stream side. We are given Ysat(filter) 127 lb/ft³ and Y(filter) = 105 lb/ft². - Sheet pile Ground surface 15 ft Figure 7.9 30 ft 31 E 65f Impermeable layer
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