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江苏沭阳主城区地面沉降初步探讨
引用本文:汪名鹏.江苏沭阳主城区地面沉降初步探讨[J].地质灾害与环境保护,2012,23(3):5-9.
作者姓名:汪名鹏
作者单位:江苏省水文地质海洋地质勘查院,江苏省水文地质工程地质勘察院,淮安223005
基金项目:江苏省省级地勘基金项目沭阳主城区环境地质调查与评价项目支持[苏财建2009(265)号]
摘    要:对本区地层结构及深层地下水开采现状的研究表明,土层应力效应特征是发生地面沉降的内因,超量无序开采深层地下水是其外因.鉴于目前实测数据缺乏,运用太沙基有效应力理论和一维固结理论,估算地面沉降量.发现最终地面沉降总量为534 mm.截至2010年研究区实际沉降量132.7 mm,沉降速度缓慢.最后,提出当前的控制对策以及进一步研究的方法与建议.

关 键 词:地面沉降  地下水超采  土层应力效应  沭阳

ON THE GROUND SUBSIDENCE AT THE MAIN CITY ZONE OF SHUYANG,JIANGSU
Wang Ming-peng.ON THE GROUND SUBSIDENCE AT THE MAIN CITY ZONE OF SHUYANG,JIANGSU[J].Journal of Geological Hazards and Environment Preservation,2012,23(3):5-9.
Authors:Wang Ming-peng
Institution:Wang Ming-peng (Jiangsu Province Institute of Hydrogeological and Marine Geology Investigation Jiangsu Province Institute of Hydrogeological and Engineering Geological Investigation,Huaian 223005,China)
Abstract:The study of the stratigraphic structure and the deep groundwater exploitation in the zone show that soil stress effect is the internal cause of the subsidence while excessive and disorderly exploitation is their external factor.Terzaghi effective stress theory and one-dimensional consolidation theory are used to estimate its settlement and it is found that the actual settling velocity is slow.Finally,control measures and further research methods are advised.
Keywords:ground subsidence  excessive extraction of groundwater  soil stress effect  Shuyang
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