尼日利亚东南部Anambra盆地Nkpologwu拟议司法地点上层建筑开发的土电和岩土工程调查

G. Egwuonwu, I. A. Okwonna, P. K. Okpala
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引用次数: 0

摘要

地球物理和地质技术调查在尼日利亚东南部Anambra盆地Nkpologwu的一个拟议的司法地点进行,用于上层建筑的民用发展。Nkpologwu位于东经7°06′40”~ 7°08′42”,北纬5°56′76”~ 5°57′78”,平均海拔约320 m。这项研究的目的是解释浅层地下的岩性,以强调场地地基深度的土壤地层的能力。在地球物理调查中获得了垂直电测深(VES)数据,同时进行了各种岩土试验以确定场地底土的承载能力。利用WINGLET软件对测井资料进行处理,得到了至少4层的地电模型。其特征为视电阻率值在1524 ~ 96561 Ωm之间。岩土力学结果表明,在地基深度范围内,土样的OMC值为10.4% ~ 12.4%,MDD值为1.95 ~ 2.01g/cm3, CBR值为30.0 ~ 39.0%,粒径分布值为21.0 ~ 30.5%,PI <12%, LL Atterberg极限值<35%。对调查的综合解释表明,在该地点的基础深度主要是沙子、红土和砂岩,这些被发现符合联邦工程和住房部对建造上层建筑的要求标准。因此,该研究为未来现场的土建工程提供了基础深度的岩性和土壤能力知识。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Geoelectrical and Geotechnical Investigations for Development of Superstructures at Nkpologwu Proposed Judiciary Site, Anambra Basin, Southeastern Nigeria
Geophysical and Geotechnical surveys were integrally carried out at a proposed Judiciary site for civil development of superstructures in Nkpologwu, Anambra Basin, Southeastern Nigeria. Nkpologwu falls within 7 ̊06̍ '40” E to 7 ̊08 ' 42” E longitudes and 5 ̊56' 76” N to 5 ̊57' 78” N latitudes at about 320 m above the mean sea level. The study is aimed at interpreting the lithology of the subsurface at shallow depths in order to accentuate the competence of soil formations at the foundation depths of the site. Vertical Electrical Sounding (VES) data were acquired in the geophysical survey while various geotechnical tests were carried out to ascertain the bearing capacity of the site’s subsoil. The registered data from the VES survey were processed with WINGLET software hence, geoelectric models of at least four layers were obtained. Characterized by apparent resistivity values in the range of about 1524 to 96,561 Ωm. Geotechnical results showed values of 10.4% to 12.4% OMC, 1.95 to 2.01g/cm3 MDD, 30.0 to 39.0% CBR, 21.0 to 30.5% particle size distribution, <12% PI and <35%  LL Atterberg limit for soil samples within foundation depths at the site. Combined interpretation of the surveys showed that at foundation depths at the site were predominantly sand, laterite and sandstones delineated and these were found to meet the required standard of the Federal Ministry of works and housing for construction of superstructures. Therefore, the study provides the knowledge of the lithology and soil competence at foundation depths for future civil construction works at the site.
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