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These graphs relate the maximum building settlement caused by tunnelling to the corresponding green-field settlement.
The primary mechanisms of liquefaction-induced building settlement are shear-induced, volumetric-induced, and ejecta-induced ground deformation.
Maintaining the recharge and pumping rates at a nearly equal level effectively controlled the surrounding surface and building settlement.
Although challenging to estimate, ground failure indices and experience can be used to estimate roughly ejecta-induced building settlement.
A simplified procedure is developed based on the results of these analyses to estimate the shear-induced component of liquefaction building settlement.
The liquefaction building settlement index, which is based on the shear strain potential of the site, captures in situ ground conditions.
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