首页|等值反磁通瞬变电磁法在地下浅层富水区应用——以新余市下村镇为例

等值反磁通瞬变电磁法在地下浅层富水区应用——以新余市下村镇为例

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岩溶、软弱土及富水区等不良地质体在我国分布较广,强降雨作用下地质不良区域容易产生塌陷等地质灾害.新余市渝水区下村镇靠近沪昆高速铁路的区域出现了严重的地质塌陷,塌陷基坑周围空间受限且地下管线等干扰源较多,传统瞬变电磁法早期信号受收发线圈互感效应影响,存在探测精度低、抗干扰能力差等问题,并且还有明显的浅层盲区.为了查明该区域不良地质体的发育位置,并为地质灾害防治提供治理建议,本研究应用了等值反磁通瞬变电磁法(opposing coils transient electromagnetic method,OCTEM),并且辅以钻探验证,结果表明:OC-TEM法具有较高的精确性,研究区地球物理成果与钻探结果一致性较好;研究区低电阻带分布范围较广,经实地钻孔验证,低电阻异常均为地下水引起;地层从上至下依次为软可塑粉质黏土—硬可塑粉质黏土—软塑粉质黏土—中风化灰岩;塌陷区域地下微承压水上涌,逐步侵蚀区域周边软可塑粉质黏土层,塌陷基坑内静水位面标高为55.60 m,位于地表下约 1.4 m处;塌陷区域下方存在地下水通道,灰岩层在水流长时间冲刷侵蚀作用下形成土洞;长期抽取地下水可能会引起地下渗流区扩张发育,主体责任单位必须及时封堵塌陷区地下水,防止其进一步侵蚀周边松散土层.
Application of the opposing coils transient electromagnetic method in a shallow groundwater-rich area:A case study of Xiacun Town,Xinyu City
Unfavorable geobodies such as Karsts,weak soil,and water-rich areas are extensively distributed in China.Under heavy rainfall,they are prone to geologic hazards like collapse.A severe geological collapse occurred in Xiacun Town,Yushui District,Xinyu City,near the Shanghai-Kunming high-speed railway.The space around the collapsed foundation pit was limited,with many interfer-ence sources like underground pipelines.With early signals subjected to the mutual inductance effects of receiver and transmitter coils,the conventional transient electromagnetic method exhibited low detection accuracy and anti-interference ability,encountering signifi-cant shallow blind zones.To locate unfavorable geobodies in the study area and provide suggestions for the prevention and control of ge-ologic hazards,this study innovatively applied the opposing-coils transient electromagnetic method(OCTEM),supplemented by bore-hole-based verification.The results show that:(1)The OCTEM exhibited high accuracy,as demonstrated by the high consistency be-tween the geophysical exploration results and the drilling results of the study area;(2)The low-resistivity zone spread across the study area,and the low-resistivity anomalies revealed by geophysical exploration were caused by groundwater according to borehole-based ver-ification;(3)The strata from top to bottom were composed of soft plastic silty clay,hard plastic silty clay,soft plastic silty clay,and moderately weathered limestones;(4)The subsurface micro-confined water in the collapse area surged upward,gradually eroding the soft plastic silty clay layer around the area.The static water level in the collapsed foundation pit manifested an elevation of 55.60 m,lo-cated approximately 1.4 m below the surface;(5)A groundwater channel existed under the collapse area,with soil caves formed in the limestone layer under the prolonged erosion effect of water flow;(6)Long-term groundwater extraction may expand the underground seepage zone;(7)The administrative department in charge must promptly contain groundwater in the collapse area to prevent it from further eroding the surrounding unconsolidated soil layer.

opposing coilstransient electromagnetic methodshallow water-rich areaborehole-based verification

朱小伟、丁辰、薛凯喜、陈骏、韩凯敏、罗强、易光胜

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江西省建材产品质量监督检验站有限公司,江西南昌 330001

深圳大学土木与交通工程学院,广东 深圳 518060

东华理工大学土木与建筑工程学院,江西南昌 330013

广州城建职业学院 建筑工程学院,广东 广州 510925

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等值反磁通 瞬变电磁法 浅层富水区 钻孔验证

国家自然科学基金项目江西省自然科学基金项目江西省教育厅科技项目

4216702420192BAB206045GJJ170485

2024

物探与化探
中国国土资源航空物探遥感中心

物探与化探

CSTPCD
影响因子:0.828
ISSN:1000-8918
年,卷(期):2024.48(5)
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