沿海平原砂岩、页岩和假层状砂岩土壤的水分散性粘土和微观结构

B.E. Udom , M.E. Ikiriko , A.J. Gogo , A.A. Dickson
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引用次数: 0

摘要

需要有关不同质地土壤中水分散性粘土的信息,以评估影响土壤在水中脆化敏感性的土壤质量。对尼日利亚南部沿海平原砂岩(CPS)、页岩(Shale)和假层砂岩土壤的水分散性粘土(WDCs)、塑性极限和基本特性进行了量化,以用于评估一些热带土壤的管理方案。结果显示,不同母质的加权平均含水量、微集料指数和塑性极限差异显著。在 0-15 厘米深度,页岩、CPS 和假砂岩的粘土含量分别为 29.7%、11.2% 和 3.8%,表明页岩的粘土含量很高。页岩中的有机碳含量最高,为 29.8 克/千克,饱和导水性(Ksat)非常缓慢,为 6.33 厘米/小时。假层砂岩的 SOC 含量最低,为 7.7 g kg-1,表土 0-15 cm 处的 Ksat 值最高,为 31.10 cm h-1。用粉砂+粘土聚集指数(ASC)和粘土絮凝指数(CFI)测量的微团聚稳定性指数在 0-15 厘米表土的 CPS 中具有显著性,而水分散性粘土(WDC)在页岩中则显著较高(p < 0.05),为 8.32%,而在假垫砂岩中则非常低,仅为 0.76%。页岩的塑性极限 (PL) 为 16.5%,明显更高(p < 0.05),这表明页岩在潮湿时对机械变形非常敏感。粘土含量与 WDC 之间存在明显的正相关关系(r = 0.815,p < 0.01),表明粘土含量对 WDC 和微观结构指数有积极影响,而且土壤有快速退化的趋势。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Water dispersible clay and micro-structure of soils from coastal plain sands, shale and false-bedded sandstones

Information regarding water-dispersible clays in soils of contrasting textures is needed to evaluate soil qualities that influence susceptibility of soils to slaking in water. Water-dispersible clays (WDCs), plastic limits, and basic properties of soils on Coastal Plain Sands (CPS), Shale (Shale), and False-Bedded Sandstones in southern Nigeria were quantified for use in evaluating management options of some tropical soils. Results revealed that WDCs, micro-aggregate indices, and plastic limits differed significantly amongst the parent materials. At 0–15 cm depth, clay content was 29.7%, 11.2 and 3.8%, for Shale, CPS and False-Bedded sandstones, respectively, indicating significant high clay content in Shale. The highest SOC of 29.8 g kg−1., and very slow saturated hydraulic conductivity (Ksat) of 6.33 cm h−1 were found in Shale. False-Bedded Sandstone had the lowest SOC content of 7.7 g kg−1 and highest Ksat value of 31.10 cm h−1 at 0–15 cm topsoil. Micro-aggregate stability indices measured by aggregated silt+clay (ASC) and clay flocculating index (CFI) were significant in CPS at 0–15 cm, whereas water-dispersible clay (WDC) was significantly higher (p < 0.05) in Shale at 8.32%, compared to very low value of 0.76% in False-Bedded Sandstone. Plastic limit (PL) of 16.5%, was significantly higher (p < 0.05) in Shale, indicating its high sensitivity to mechanical deformation when wet. There was a significant positive correlation between clay content and WDC (r = 0.815, p < 0.01), indicating the positive influence of clay content on WDCs and micro-structural indices, and the tendencies for quick degeneration of the soils.

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来源期刊
Soil security
Soil security Soil Science
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