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电测深联合剖面法在高铁路基岩溶探测中的应用

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采用电测深联合剖面法,对新建莱荣高铁路基岩溶进行综合勘探.该方法结合电测深与联合剖面法的特点,通过测量地下岩层的电性分布,从而准确反映岩溶的位置和形态,且具有横向分辨率高和纵向探测深度可计算等显著优点.将电测深低阻凹陷及联合剖面双线交叉点重叠的位置推测为岩溶发育区,适用于类似地质条件下的路基岩溶探测.探测结果显示,DK11+352~DK11+750 段电阻率介于240~560 Ω·m,电测深联合剖面法岩溶探测准确率为 86.7%;DK11+750~DK12+025 段电阻率介于320~1 000 Ω·m,电测深联合剖面法岩溶探测准确率为 50%;路基岩溶综合探测结果准确率为 75%.研究结果表明,电测深联合剖面法在路基岩溶探测方面具有较高的精度,为高铁路基岩溶探测提供一种较好的解决方案.
Combined Electrical Sounding Profile Method in the High-speed Railway Detecting Karst of Subgrade
The electrical sounding combined profile method was used to conduct comprehensive exploration of the karst in the subgrade of the newly built Laixi-Rongcheng High-speed Railway.The method combines the characteristics of electrical sounding and joint profiling.By measuring the electrical distribution of underground rock strata,it can accurately reflect the location and morphology of karst.It also has significant advantages such as high lateral resolution and calculable longitudinal detection depth.The overlapping position of the low-resistance depression of the electrical sounding and the crossover point of the joint profile were presumed to be the karst development area,which was suitable for the detection of subgrade karst under similar geological conditions.Detection results shows that the resistivity of DK11+352~DK11+750 segment ranges from 240 to 560 Ω·m,and the accuracy of karst detection by the electrical sounding combined profile method is 86.7%.The resistivity of DK11+750~DK12+025 segment rangs from 320 to 1 000 Ω·m,and the accuracy of karst detection by the electrical sounding combined profile method is 50%.The accuracy of comprehensive detection results of subgrade karst is 75%.The results show that the electrical sounding combined profile method has high accuracy in detecting subgrade karst,which provides a better solution for detecting karst in high-speed railway subgrade.

high-speed railwaysubgradekarstelectrical sounding methodresistivity composite profile

刘瑞军

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中铁第四勘察设计院集团有限公司,武汉 430063

高速铁路 路基 岩溶 电测深法 联合剖面法

国家重点研发计划湖北省重点研发计划

2019YFC06051012021BAA050

2024

铁道勘察
中铁工程设计咨询集团有限公司

铁道勘察

影响因子:0.542
ISSN:1672-7479
年,卷(期):2024.50(3)
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