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European standard U shaped sheet piling,SPU18-1,SPU22-1,SPU28,SPU32,SPU16,SPU20,SPU25

European standard U shaped sheet piling include SPU18-1 SPU22-1 SPU28 and SPU32 profiles.The maximum intended load capacities of ladders that are SPU18-1 used. Prefabricated modular walls shall be dimensioned to ensure that the minimum factor of safeties required for sliding and overturning are satisfied as well as the eccentricity of the base reaction not exceeding the maximum allowed. Beware of SPU22-1 potential for reversal of skin friction against the back side of the retaining wall! You should also be aware of the difference in assumed skin friction, depending on whether the wall stem was poured in-place against the roughened SPU28 earth, or poured against smooth concrete forms.These requirements apply to each tier of a tiered wall. In addition the minimum factor of safety for foundation bearing capacity shall be satisfied, as well as overall stability requirements as provided in Article 5.2.2.3.

Sheet pile SPU16 SPU20 SPU25 shall have a ladder safety inspection program with a competent person designated to make such inspections. This MBU wall probably failed because of a lack of adequate subdrainage just below a landscaped yard. Other factors may have included slope creep and corrosion of the stem wall reinforcement.

The minimum embedment depth of the bottom of SPU32 prefabricated modular wall shall be based on bearing capacity, settlement and stability requirements also the effects of frost heave, scour, proximity to SPU16 slopes, erosion, and the potential future excavation in front of the wall shall be considered. Ladders with broken or missing rungs or steps, broken or split side rails or other damage shall be immediately SPU20 removed from service by tagging "out of service" and removing it from the work area by the end of shift. 8. Ladders shall not be painted with opaque material other than for SPU25 identification marking.The minimum embedment depth and minimum berm width shall be as follows:

Size Dimensions Weight Moment of Inertia Modulus of Section
Width Height Thickness
b h t s     Plastic Elastic
mm mm mm mm Kg/m cm4/m cm3/m cm3/m
SPU601 600 309 7.5 6.5 46.7 11496 858 742
SPU602 600 309 8.2 8.0 54.3 13075 990 845
SPU603 600 309 9.7 8.4 64.8 18251 1308 1180
SPU604 600 380 10.5 9.0 74.1 30726 1822 1620
SPU605 600 410 12.8 9.0 82.4 41127 2256 2006
SPU606A 600 420 14.0 9.0 86.2 46217 2476 2200
SPU18-1 600 430 10.2 8.4 72.6 35950 1988 1670
SPU22-1 600 450 11.1 9.0 81.9 46380 2422 2060
SPU28 600 454 15.2 10.1 101.8 64460 3269 2840
SPU32 600 452 19.5 11.0 114.1 72320 3687 3200
SPU16 750 411 11.5 9.3 86.3 32850 1891 1600
SPU20 750 444 12.0 10.0 96.9 44440 2339 2000
SPU25 750 450 14.5 10.2 110.4 56240 2866 2500