尼日利亚乌图鲁阿菲克波盆地西部ajali砂岩脊软沉积变形构造及颗粒特征分布

Raphael Oaikhena Oyanyan
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引用次数: 0

摘要

研究了乌图鲁三座Ajali砂岩山脊(L1、L2和L3)的软质沉积物变形结构(SSDS)和粒度特性分布。仅在L3山脊中发现了SSDS,其中包括横卧的前缘、砂堤、火焰结构和流体逸出管。SSDS的几何形状表明沉积物负荷/密度对比、流化和液化是其形成的机制,但液化是最主要的机制。粒度分析和粒度曲线性质计算表明:平均粒度范围从细(1.18)到中等(2.57);分选范围从很少的不良分选(1.13)到良好分选(0.37),但每个山脊的平均值为中等分选;偏斜范围从强细偏斜(1.0)到强粗偏斜(-1.57);峰度范围从非常平的(0.27)到非常细的(2.0),但山脊L3的沙子主要是非常平的。粒度曲线和二元性质图表明河流沉积具有罕见的海洋影响。结果表明,三条山脊的沉积物性质和沉积环境没有显著变化。SSDS的定位和不靠近任何断层表明,液化作为软沉积物变形的主要机制,不是由地震引发的。可能的机制包括沉积物快速加载、局部氧化可压缩泥炭和煤加载引起的局部突然沉降;并通过局部地下水渗漏增加沉积物的水饱和度。细粒、分选良好、细到强烈偏斜的沉积物的板状特征使其更容易液化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
SOFT-SEDIMENT DEFORMATION STRUCTURES AND GRANULOMETRIC PROPERTIES DISTRIBUTION IN AJALI SANDSTONE RIDGES, WESTERN AFIKPO BASIN, UTURU, NIGERIA
Three Ajali sandstone ridges (L1, L2 and L3) at Uturu being quarried for construction sands were studied for soft-sediment deformation structures (SSDS) and granulometric properties distributions. SSDS that includes recumbents foresets, sands dykes, flame structures and fluid escape tubes were identified only in ridge L3. The geometry of the SSDS indicates sediment loading/density contrast, fluidization and liquefaction as the mechanisms for their formation but with liquefaction as the most dominant mechanism. Gran size analysis and granulometric curves properties calculations show that: Mean grain size ranged from fine (1.18 ɸ) to medium (2.57 ɸ); Sorting ranged from rarely poorly sorted (1.13ɸ) to well sorted (0.37ɸ) but with mean values in each ridge as moderate sorted; Skewness ranged from strongly fine skewed (1.0) to strongly coarse skewed (-1.57); and Kurtosis ranged from very platykurtic (0.27) to very leptokurtic (2.0) but with sands of ridge L3 mainly very platykurtic. Granulometric curves and bivariate plot of properties indicate fluvial deposition with rare marine influence. Results show that there is no significant variation in sediment properties and depositional environments across the three ridges. The localization of SSDS and non-proximity to any fault suggest that liquefaction, as the dominant mechanism for soft-sediment deformation, was not triggered by an earthquake. Possible mechanisms include rapid sediment loading, localised sudden subsidence induced by loading of localised oxidized compressible peats and coal; and increased in sediments’ water saturation via localised groundwater seepage. Fine grains, well sorting, fine to strongly skewed very platykurtic characteristics of sediments made it more susceptible to liquefaction.
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