Features

• Verification analysis can be performed employing EN 1997-1, LRFD or classical approach (limit states, factor of safety)

• EN 1997 – option to choose partial factors based on National Annexes

• EN 1997 – option to choose all design approaches, consider design situations

• Analysis of internal stability (overturning, slip, bearing capacity of foundation soil)

• Check of concrete cross-sections according to various standards (EC 2, BS 8110, IS456, CSN, PN)

• Verification of stone masonry structures (EC 6, GB 50030-2011)

• Generally layered soil environment

• Built-in database of soil parameters

• Arbitrary number of surcharges applied to structures (strip, trapezoidal, concentrated load)

• Arbitrary number of inserted forces (anchors, safety fences, etc.)

• Modelling of water present in front and behind structures, modelling of artesian water

• Possibility to consider general shape of gravity wall

• General shape of terrain behind the structure

• Front face resistance in front of the structure (at rest, passive, reduced passive)

• New types of foundation below the gravity wall (strip footing, piles)

• Berms in front of the structure

• Analysis of earth pressures in effective and total parameters

• Earthquake effects (Mononobe-Okabe, Arrango, Chinese standards)

• Multiple construction stages

• Tensile strength of concrete may be ignored