首页> 外文期刊>Journal of environmental & engineering geophysics >Characterization of a Landslide using Seismic Refraction, Electrical Resistivity and Hydrometer Methods, Adatepe – ?anakkale, NW Turkey
【24h】

Characterization of a Landslide using Seismic Refraction, Electrical Resistivity and Hydrometer Methods, Adatepe – ?anakkale, NW Turkey

机译:使用地震折射,电阻率和比重计方法对滑坡进行特征描述,土耳其阿达特佩–纳卡莱,西北土耳其

获取原文
获取原文并翻译 | 示例
           

摘要

Seismic refraction and electrical resistivity surveys were carried out to characterize a landslide that occurred near the ?anakkale-Lapseki-Bursa highway, in northwest Turkey. Hydrometer analyses were also performed to highlight the composition of the slip surface material. The combined interpretation of the methods yielded the mass of the landslide body and the possible subsurface nature of a basal slip plane. Sediment-size fraction maps show that the slip surface material contained an excessive amount of clay. The clay-rich slipping layer was observed to a maximum depth of 4–5?m marked by a low (2–4?ohm-m) resistivity zone, contrasting with the underlying sand-rich beds with relatively higher resistivities (>6?ohm-m). A velocity variation ranging between ~1,250–1,500?m/s also characterized this water-saturated slipping zone. Results indicated a buried failure surface under the studied shallow slide mass, which appeared to be a prolongation of the long upward-concave slip surface of the old landslide area to the east. Thus, future reactivations can be expected along basal slip surfaces of both recent and old landslide areas, which may pose a risk for the road structure and vehicular traffic along the active ?anakkale-Lapseki-Bursa highway.
机译:进行了地震折射和电阻率调查,以表征在土耳其西北部的anakkale-Lapseki-Bursa公路附近发生的滑坡。还进行了比重计分析以突出滑动表面材料的成分。对这些方法的综合解释得出了滑坡体的质量和基底滑移面的可能的地下性质。沉积物大小分数图显示,滑动表面材料包含过量的粘土。观察到富含粘土的滑动层的最大深度为4–5?m,具有一个较低的电阻率区域(2-4?ohm-m),与下面的具有相对较高电阻率(> 6?欧姆-m)。约1,250–1,500?m / s的速度变化也表征了该水饱和的滑动带。结果表明,在所研究的浅层滑坡体下面有一个埋藏的破坏面,这似乎是东部旧滑坡区的长凹形滑移面的延长。因此,可以预期在新近和旧滑坡地区的基层滑坡面将有未来的恢复活动,这可能会对沿现成的anakkale-Lapseki-Bursa公路的道路结构和车辆通行构成风险。

著录项

相似文献

  • 外文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号