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Results confirm the effect of soil settlement and allow establish the maximum admissible value.
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The monitoring of soil settlements revealed short and long term movements.
This paper reports numerical and experimental investigations carried out to analyse vulnerability of masonry voussoir arches when subjected to soil settlement.
Figures 21 and 22 show that with the increase of excess pore water pressure at initial seconds of the excitation, soil settlement becomes stable relatively.
For this concern, a parametric study is conducted for the investigation of the influence of these two factors on the soil settlement and internal forces resulting from the tunnel construction.
Soil settlement is a function of the flexural rigidity of the superstructure.
The effect of stone column was studied on decreasing excess pore pressure and soil settlement individually at the center of the model with different diameters.
The reduction in soil settlement is attributed to the pozzolanic reaction in soil-additive interaction resulting in an increase in pre-consolidation stress of stabilized soil.
The methodology consisted of 1) characterising the geology in detail, 2) predicting the impacts caused in the aquifer, 3) predicting the soil displacements due to water table oscillations produced by the construction, and 4) monitoring the evolution of groundwater and soil settlements.
Heritage masonry structures often show signs of deterioration due to ageing, soil settlements, extreme events or other actions.
Concerns about soil settlements and the hydrogeological impacts of the construction were raised.
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