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沉井施工负效应及技术措施
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作者 黄本年 《山西建筑》 2004年第23期68-69,共2页
通过对沉井施工负效应原因的分析,从选择合适的下沉及挖土方案、采用水下封底、对周边建筑物进行预加固等方面,提出了减小负效应的技术措施,以最大限度地减少和降低对周边建筑物的影响。
关键词 沉井 施工负效应 加固
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Impact of Grouting and Loading of Building Construction on the Water Level of Tangshan Mine Well
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作者 Sheng Yanrui Zhang Ziguang +3 位作者 Zhang Suxin Sun Dongxia Shan Lianjun Yin Baojun 《Earthquake Research in China》 2014年第2期242-249,共8页
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 a... 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. 展开更多
关键词 Tangshan mine well Water level rise Uniform load theory model Pumping test model
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