- ELPLA> Typical application

Beside the following  tutorial and verification examples, ELPLA solves different civil engineering problems.

- Soil-structure interaction problems. - Analysis and design of rafts. - Analysis of rigid rafts. - Analysis of flexible foundations. - Analysis and design of floor slabs. - Determining the consolidation settlements. - Analysis and design of pile caps. - Determining forces on piles due to structure loads. - Settlement calculation of surface foundations. - Determining the settlement due to surcharge fills or surcharge concentrated loads. - Determining the surface settlement around rafts. - Determining the constant or variable modulus of subgrade reaction. - Effect of external loads or neighboring foundations. - Effect of temperature difference. - Effect of tunnelling. - Analysis of system of flexible, elastic or rigid foundations. - Analysis of beams or grids by FE method. - Simulation of excavations and construction of embankments. - Determining the ultimate bearing capacity of the soil. - Determining the limit depth. - Eliminating negative contact pressure. - Design of slabs according to ACI, EC 2, DIN 1045 and ECP codes. - Determining the stress in soil.

Tutorial Examples

Example 1: Analysis of an irregular shaped raft on irregular subsoil

Example 2: Analysis of a floor slab

Example 3: Analysis of system of two circular rafts

Example 4: Analysis of a grid

Example 5: Plane Stress Analysis of a Wrench

Example 6: Analysis of Two-dimensional Truss

Example 7: Analysis of plane frame

Example 8: Analysis of a beam

Example 9: Influence of a new neighboring building II on an old one I

Example 10: Analysis of raft with straight and curved borders

Example 11: Analysis of pile groups

Example 12: Analysis of piled raft

Verification Examples

Example 1: Stress on soil under a rectangular loaded area

Example 2: Stress on soil under a circular loaded area

Example 3: Immediate settlement under a loaded area on Isotropic elastic-half space medium

Example 4: Immediate settlement under a rectangular loaded area on layered subsoil

Example 5: Immediate settlement under a circular tank on layered subsoil

Example 6: Consolidation settlement under a rectangular raft

Example 7: Consolidation settlement under a circular footing

Example 8: Rigid square raft on Isotropic elastic-half space medium

Example 28: Analysis of a plane truss

Example 10: Flexible foundation and rigid raft on layered subsoil

Example 11: Ultimate bearing capacity for a footing on layered subsoil

Example 12: Simple assumption model for irregular raft

Example 13: Main modulus of subgrade reaction ksm

Example 14: Beam foundation on elastic springs

Example 15: Grid foundation on elastic springs

Example 16: Elastic square raft on Isotropic elastic half-space soil medium

Example 17: Winkler's model and Isotropic elastic half-space soil medium

Example 18: Simply supported slab

Example 19: Iteration methods

Example 20: Influence of overburden pressure

Example 21: Influence of load geometry

Example 22: Settlement calculation under flexible foundation of an ore heap

Example 23: Settlement calculation for a rigid raft subjected to an eccentric load

Example 24: Deflection of a thin cantilever beam

Example 25: Forces in piles of a pile group

Example 26: Analysis of a continuous beam

Example 27: Moment in an unsymmetrical closed frame

Example 28: Analysis of a plane truss

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