Vertical Electrical Sounding (VES) investigation for road failure along Mekelle – Abi-Adi road segment, northern Ethiopia

IF 0.3 Q4 MULTIDISCIPLINARY SCIENCES Momona Ethiopian Journal of Science Pub Date : 2021-01-01 DOI:10.4314/mejs.v13i1.7
G. Mebrahtu, Solomun Atsbaha, Berihu Abadi Berhe
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Abstract

Roads constructed along the mountainous terrains of Ethiopia are susceptible to landslides mostly during rainy season. Mekelle – Abi Adi road is one of the economically important road corridors that connects many towns with Mekelle city. However, the asphalt road segment is heavily affected by quasi-translational type of landslide which hinders traffic flow of the area. Vertical electrical sounding (VES) method was applied to investigate subsurface geology of the road failure along Mekelle – Abi-Adi asphalt road, northern Ethiopia. The geo-electric section result revealed that the shallow subsurface geology of the site is characterized by four distinct geological formations, from top to bottom are: shale, shale-limestone intercalation, limestone and shale-gypsum units. The subgrade of the failed road section is shale unit which is overlain by jointed sandstone unit. The sandstone unit serves as a recharge zone to the bottom shale layer by percolating water via sub-base fill materials which in turn blocks vertical percolation and promote seepage force to the overlying soil mass. Hence, the road failure in the study area seems to be caused due to the development of pore water pressure in the shale layer which soaked water during heavy rainfall. The recommended remedial method for the road failure is re-designing of the affected route from chainage 48 km+850 m to 49 km+250 m towards the northwest of the study area and excavates the top 6 m shale unit.
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垂直电测深(VES)对埃塞俄比亚北部Mekelle - Abi-Adi路段道路故障的调查
沿着埃塞俄比亚山区修建的道路在雨季容易发生山体滑坡。迈克勒-阿比阿迪公路是连接迈克勒市多个城镇的经济要道之一。然而,沥青路段受准平移型滑坡影响严重,阻碍了该地区的交通流通。采用垂直电测深(VES)方法对埃塞俄比亚北部Mekelle - Abi-Adi沥青公路沿线道路破坏的地下地质进行了研究。地电剖面结果表明,该矿区浅层地下地质特征由上至下依次为:页岩、页岩-灰岩夹层、灰岩和页岩-石膏单元。破坏路段路基为页岩单元,上覆节理砂岩单元。砂岩单元作为底泥岩层的补给带,通过底基填充物渗透水,从而阻断垂向渗透,提高对上覆土体的渗透力。因此,研究区道路的破坏可能是由于页岩层孔隙水压力的发展导致的,而页岩层在强降雨过程中吸水。建议将研究区西北方向48 km+850 m路段重新设计为49 km+250 m路段,并开挖顶部6 m的页岩单元。
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来源期刊
Momona Ethiopian Journal of Science
Momona Ethiopian Journal of Science MULTIDISCIPLINARY SCIENCES-
自引率
0.00%
发文量
13
审稿时长
12 weeks
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