Influence of Load Test Scale on Prediction of Ultimate Bearing Capacity of Aggregate Pier Reinforced Clay

<div>Tornado diagram of relative influence of the input variables on differences between MLR models (MLR<sub>L</sub>-MLR<sub>F</sub>).</div>

Advances in Civil Engineering

Figure 10: Influence of Load Test Scale on Prediction of Ultimate Bearing Capacity of Aggregate Pier Reinforced Clay 