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The water level rising rate of Tangshan mine well significantly accelerated in 2010,and the ascensional range was obviously higher than that of the same period in previous years.From the view of groundwater dynamics and loading effects,and based on the water pumping( pouring) water test model and semi-infinite elastic space theory model under uniform load,the effects of grouting and loading of nearby building construction on the well water level were analyzed. Results show that grouting at a distance of 200 ~ 700 m to the well,with amount of 2500m3 per day and duration of 270 d,can cause an 8 ~ 11 m rise of well water level; and loading of large-area building construction can cause about a 4m rise of well water level. Through the analysis of these factors,we find that the water level anomalous rising of Tangshan mine well was relevant to grouting and loading of the nearby building construction. This study provides a scientific basis for anomalous rising analysis of water level of Tangshan mine well.
The water level rising rate of Tangshan mine well significantly accelerated in 2010, and the ascensional range was obviously higher than that of the same period in previous years. From the view of groundwater dynamics and loading effects, and based on the water pumping (pouring) water test model and semi-infinite elastic space theory model under uniform load, the effects of grouting and loading of nearby building construction on the well water level were analyzed. Results show that grouting at a distance of 200 ~ 700 m to the well, with amount of 2500m3 per day and duration of 270d, can cause an 8 ~ 11m rise of well water level; and loading of large-area building construction can cause about 4m rise of well water level. Through the analysis of these factors, we find that the water level anomalous rising of Tangshan mine well was relevant to grouting and loading of the nearby building construction. This study provides a scientific basis for anomalous rising analysis of water level of Tangs han mine well