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武汉九峰岩溶覆盖层含水特征及高密度电法分析

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覆盖层常常作为建筑持力层,其含水率特征具有理论意义和工程实际意义.将标高~含水率关系曲线划分为缓降型曲线、陡降~稳定型曲线、陡降~缓升型曲线、稳定~陡降~稳定型曲线四种类型.曲线可与含水量极值覆盖层包裹体叠加形成复合关系曲线,曲线峰值、谷值具有工程意义,可反映覆盖层内的突出硬层,也可代表出覆盖层深埋的软卧下卧层.研究区地处灰岩条带之上,岩溶地质结构类型为IV型,覆盖层孔隙介质受季节性降水影响较小,受深层岩层裂隙水影响较大.高密度电法可用于覆盖层含水率特征分析,含水率随电阻率增加呈递减趋势,电阻率值随深度增加而呈现逐渐升高的变化趋势,高阻异常区和低阻异常区在工程上可表征为含水率异常区.
Application of High-Density Electrical Method in Water-Bearing Characteristics of Karst Overburden Soils in Jiufeng,Wuhan
The overburden layer above the karst rock is often used as the bearing layer of buildings,and its moisture content characteristics have both the theoretical and the practical significance.In this paper,the relationship curve between the eleva-tion and the water content is divided into four different types:gradual decline curve,steep decline-stable curve,steep decline-slow rise curve and stable-steep decline-stable curve.Each of these curves can be superimposed with the inclusion of the over-burden with the extreme water content to form a composite curve.The peak value and the valley value of the curve have engi-neering significance,or can reflect the prominent hard layer in the overburden,or can represent the soft underlying layer buried deeply in the overburden.The study area is in a limestone belt,and the karst geological structure type is the Type IV.The porous medium in the overburden is less affected by the seasonal precipitation and more affected by the fissure water in the deep strata.High-density resistivity method can be used to analyze the characteristics of the water content in overburden soils.The water content decreases with the increase of the resistivity,and the resistivity value increases with the increase of depth.The abnormal areas with a high resistivity and a low resistivity can be characterized as abnormal areas with the water content in the engineering practice.

Moisture ContentHigh Density Electrical MethodKarst Rock CavityOverburden LayerElectrical Resistivity

霍玉龙、张聪

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中国地震局地震研究所,武汉 430071

中国地震局地震大地测量重点实验室,武汉 430071

湖北省地震局,武汉 430071

含水率 高密度电法 岩溶 覆盖层 电阻率

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(5)