Use of MASW and electrical resistivity in assessing a small earth dam in remote area

Y. Maalouf, N. Khoury
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引用次数: 1

Abstract

Electrical Resistivity Tomography (ERT), Multichannel Analysis of Surface Wave (MASW) and Dynamic Cone Penetration (DCP) test were conducted to assess any anomalies in an earth dam. ERTs were recorded using AGI Supersting R1/IP equipment - a total of 28 electrodes, spaced at one meter, were used in the resistivity setup - and then analyzed with EarthImager 2D. The MASW testing was performed using 24 geophones at one-meter spacing using Geometrics' GEODE G24 seismograph; the recorded data were analyzed using Geopsy for 1D and SeisImager for 2D profiles of the shear wave velocity. DCP test was conducted on the crest at various locations. Findings showed that the embankment of the dam consisted of three layers up to 5.8 meters of depth investigation. ERT also showed the existence of an area with low resistivity, indicating the potential for internal seepage. The shear wave velocity and DCP confirmed the existence of three layers, which was consistent with the resistivity results.
利用MASW和电阻率在偏远地区小土坝评价中的应用
采用电阻率层析成像(ERT)、多通道表面波分析(MASW)和动态锥突(DCP)测试对土坝异常进行了评估。使用AGI Supersting R1/IP设备记录ERTs,电阻率设置中使用了28个电极,间距为1米,然后使用EarthImager 2D进行分析。采用几何公司的GEODE G24地震仪,以1米间隔使用24个检波器进行MASW测试;利用geosy的一维剖面和SeisImager的二维剖面对记录数据进行分析。在不同位置的波峰上进行了DCP试验。调查结果显示,大坝的路堤由三层组成,调查深度达5.8米。ERT还显示了一个低电阻率区域的存在,表明存在内部渗流的可能性。剪切波速和DCP证实了三层的存在,这与电阻率结果一致。
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