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E-mail:Design tables according to EAB
Calculation principles
The calculations are based on the Recommendations of the Committee of Construction Pits EAB ( 5th edition, 2012). Calculations assume rectangular soil pressure profiles according to EB 70, as a continuous rectangle with support towards the top, or as stepped rectangles with support towards the bottom.
Previous construction states have been disregarded.
Indication: The earth pressure profiles for supported sheet pilings according to EB 70 should be used only for medium dense non-cohesive soils. For loose soils <32.5 , the use of better suited loading profiles is recommended.
Design tables according to EAB
The calculations are based on the Recommendations of the Committee of Construction Pits EAB ( 5th edition, 2012). Calculations assume rectangular soil pressure profiles according to EB 70, as a continuous rectangle with support towards the top, or as stepped rectangles with support towards the bottom.
Previous construction states have been disregarded.
Indication: The earth pressure profiles for supported sheet pilings according to EB 70 should be used only for medium dense non-cohesive soils. For loose soils <32.5 , the use of better suited loading profiles is recommended.
Design tables according to EAB
