...
首页> 外文期刊>Journal of Mining and Geology >Geophysical and geotechnical evaluation of foundation conditions of a site in Ago-Iwoye area, southwestern Nigeria
【24h】

Geophysical and geotechnical evaluation of foundation conditions of a site in Ago-Iwoye area, southwestern Nigeria

机译:尼日利亚西南部Ago-Iwoye地区某地基条件的地球物理和岩土工程评估

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

Geophysical and geotechnical studies were carried out to investigate the foundation conditions of a proposed structure in Ago-Iwoye area, southwestern Nigeria. Ago-Iwoye area is underlain mainly by porphyroblastic granite gneiss, biotite granite gneiss, biotite hornblende gneiss, porphygilitic granite pegmatite and aplite. Vertical electrical sounding (VES) revealed three different lithological layers, with apparent resistivities of 261?m, 85.?m and 170.2m respectively. These represent the lateritic horizon, underlain by a layer of wet plastic clay and the third layer is a gravelly sandy horizon, occurring at a depth of about 3.7m. The horizontal profiling on the other hand revealed a subsurface that is laterally inhomogeneous, with the variation in resistivities being very slight along 2nd profile to very high along 3rd and 4th profiles. The cone penetration tests (CPT) also revealed that the lithology of the soil vary from point to point across the study area, with cone resistance of 5-28 Kg/cm~2 obtained for a depth of 0.00- 0.20m, 10-250 Kg/cm~2 for a depth of 0.20m-2.00m and 40-250Kg/cm~2 for a depth of 2.00m to 4.00m. The results obtained from this study have emphasized the usefulness of geophysical methods in complimenting geotechnical studies in establishing variation in lithology accompanied by variation in the allowable bearing pressure of foundation soils.
机译:进行了地球物理和岩土工程研究,以研究尼日利亚西南部Ago-Iwoye地区拟建结构的基础条件。 Ago-Iwoye地区主要由斑岩质花岗岩片麻岩,黑云母花岗岩片麻岩,黑云母角闪片麻岩,斑岩质花岗岩伟晶岩和云母构成。垂直电测深(VES)揭示了三个不同的岩性层,视电阻率分别为261?m,85。?m和170.2m。这些代表了红土层,下面是一层湿的塑料黏土,第三层是砾石砂层,出现在约3.7m的深度。另一方面,水平轮廓揭示了一个横向不均匀的地下表面,电阻率的变化沿第二剖面非常小,而沿第三和第四剖面非常高。锥孔渗透测试(CPT)还揭示了整个研究区域内土壤的岩性随点的不同而变化,深度为0.00- 0.20m,10-250时锥孔阻力为5-28 Kg / cm〜2 Kg / cm〜2适用于0.20m-2.00m的深度,40-250Kg / cm〜2适用于2.00m至4.00m的深度。从这项研究中获得的结果强调了地球物理方法在补充岩土学研究以建立岩性变化以及地基土允许承载压力变化的同时的有用性。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 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