Verification Examples


Now ELPLA 9.3 (MUI) contains the following verification examples.


Contents

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 9: Rigid circular raft on Isotropic elastic-half space medium

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

Example 29: Influence of Poisson ratio.pdf

References