In Coventry, we see many foundation schemes struggle because the superficial geology — glacial till overlying Mercia Mudstone — varies abruptly across short distances. A bearing capacity analysis in Coventry must therefore account for both the stiff, overconsolidated clay behaviour of the till and the weathering profile of the underlying sandstone. We routinely combine plate load testing with empirical correlations from SPT testing to derive a realistic allowable bearing pressure, rather than relying on generic published tables that can overestimate capacity in the weaker lenses common near the River Sowe corridor.

A bearing capacity analysis in Coventry must account for the rapid lateral variation of glacial till and Mercia Mudstone weathering profiles, which can shift allowable bearing pressures by 40% across a single site.