Sheet pile wall penetration detail
This study investigated how varying wall penetration depths affect wall deformations and wall moments, as well as the anchor force when the walls are anchored.
The effect of wall penetration depths for varying soil conditions and wall heights on both cantilever and anchored sheet pile walls behavior has been investigated.
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Description:Utilising a flamethrower to dry the surface of steel sheet piles during construction, subsequently using steam spray-guns to blow off any impurities and dust. The lock plate flange on the Z-shaped steel sheet pile has several unique characteristics, primarily that there is rarely any relative displacement between adjacent sheet piles due to shear force at the flange area being approximately zero as well as zero interference towards the bending capacity as the single sheet piles ensure that bending occurs along the centreline of the wall even in situations where there is relative displacement of adjacent sheet piles in situations where there is uniform force applied along the walls axis. This can effectively control and limit the amount of deviation, perpendicular to the axial direction of the wall, during construction. The existing first and second line locks are 20m x m x 5m, and 23m x m x 5m respectively. Guide posts area driven into the two sides of steel sheet pile, allowing the transverse position as well as verticality of the sheet piles to be adjusted according to these pots.