Tentative tool to check suitability of Natural soil below RE wall fill

RE Wall Foundation – Geotechnical Assessment Report

Standalone Engineering Tool • Layered ground, bearing, stress distribution, settlement & SPT interpretation

RE Wall / Loading

Wall height H (m)

RE width B (m)

RE fill unit weight γ (kN/m³)

Top surcharge q (kPa)

Base embedment Df (m)

Horizontal resultant / m (kN/m)

Vertical resultant / m (kN/m)

Moment about base (kN·m/m)

Soil Profile

Groundwater depth below base (m)

Permissible total settlement (mm)

Permissible diff. settlement (mm)

Layer Name	Thickness (m)	γ (kN/m³)	φ′ (°)	c′ (kPa)	E / M (MPa)

SPT / Sand Parameters

Field SPT N

SPT energy factor CE

Rod / sampler factor CS

Equipment factor CB

Overburden correction CN

Rock quality Competent sound rock Weathered / fractured rock Rock – quality unknown

Actions

Key Results Summary

Stress Distribution

Bearing Capacity Screening

Settlement Assessment

SPT / Strength Interpretation

Engineering Flags & Status

Important Limitations

This tool is a preliminary calculation aid and does not replace site-specific geotechnical investigations or certified supplier structural designs.