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Site characterization for engineering purposes using geophysical and geotechnical techniques

机译:使用地球物理和岩土技术的工程目的现场表征

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Geophysical and geotechnical techniques were applied to determine the suitability of the sub surface structure of Akole community area, Abeo kuta, Nigeria, for the construction of engineering structures (CES). Four vertical electrical sound ings (VES) were carried out, and 10 samples from different points at 1 m depth were analysed to determine soil moisture content, specific grav ity (SG), Atterberg limits and California bearing ratio (CBR). The geoelectric sections revealed a maximum of five layers with the typical sounding curves of AKH and HKH types. Sieve analysis and tests for compaction limit, Atterberg limits, SG, op timum moisture content and maximum dry density for compaction limit revealed that samples SP2, SP3, SP4, SP6, SP7, SP8, SP9 and SP10 are of low plasticity with SG values that fall within the per missible range, while SP1 and SP5 are of medium plasticity and their SG values fall below the range of standard specifications. CBR analysis showed that SP1 and SP5 have low load-bearing capacities. VES 1 and 2, linked with SP1 and SP5, are consid ered unstable and unsuitable to support the CES with shallow foundations;however, excavation of weak layers up to a depth of 5 m and reinforce- ment will enable the support.
机译:采用地球物理和岩土工程技术来确定Akole社区区域,Abeo Kuta,尼日利亚的亚表面结构的适用性,用于工程结构(CES)。进行了四种垂直电声象(VES),分析了10点深度不同点的10个样品,以确定土壤水分含量,特定的GROTY(SG),Atterberg限制和加利福尼亚轴承比(CBR)。电气切片显示最多五层,具有AkH和HKH类型的典型探测曲线。筛分分析和用于压实限制的测试,Atterberg限制,SG,Op Timum水分含量和用于压实限制的最大干密度显示,样品SP2,SP3,SP4,SP6,SP7,SP8,SP9和SP10具有低可塑性,具有SG值的可塑性落在每种可照范围内,而SP1和SP5中等塑性,其SG值低于标准规格范围。 CBR分析表明,SP1和SP5具有低承载能力。与SP1和SP5相关的VES 1和2,也是不稳定和不适合的,以支持具有浅层的CES;然而,弱层高达5米和加强的挖掘将能够实现支持。

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