A cantilever sheet-pile wall penetrating a granular soil. Here L1=4m L2= 8m and more of the details at the figure below Figure P14.1 shows a cantilever sheet-pile wall penetrating a granular soil. Here,L = 4 m, L2 = 8 m, y = 16.1 kN/m², yu = 18.2 kN/m², and o' = 32°.a. What is the theoretical depth of embedment, D?b. For a 30% increase in D, what should be the total length of the sheet piles?c. Determine the theoretical maximum moment of the sheet pile.SandWater tableSandYutc' = 0Dredge lineSandYutd = 0Figure P14.1

Sheet piles are metal parts with interlocking edges driven into the ground to provide permanent or…

Figure P14.1 shows a cantilever sheet-pile wall penetrating a granular soil. Here, L = 4 m, L2 = 8 m, y = 16.1 kN/m², yu = 18.2 kN/m², and &' = 32°. a. What is the theoretical depth of embedment, D? b. For a 30% increase in D, what should be the total length of the sheet piles? c. Determine the theoretical maximum moment of the sheet pile.

Figure P14.1 shows a cantilever sheet-pile wall penetrating a granular soil. Here, L = 4 m, L2 = 8 m, y = 16.1 kN/m², yu = 18.2 kN/m², and &' = 32°. a. What is the theoretical depth of embedment, D? b. For a 30% increase in D, what should be the total length of the sheet piles? c. Determine the theoretical maximum moment of the sheet pile.

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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