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The role of peri-glacial Active Layer Development in determining soil-regolith thickness across a Triassic sandstone outcrop in the UK.

机译:冰川活动层开发在确定英国三叠纪砂岩露头土壤 - 风化层厚度中的作用。

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摘要

This paper examines the weathering processes that have combined to produce the distribution of soil-regolith (SR) thickness across the Triassic Sherwood Sandstone Group outcrop (750 km2) in Nottinghamshire, U.K. Archive borehole logs (n=282) taken across the outcrop showed that soil-regolith thickness had mean and median depths of ~1.8 and 1.5m respectively. Cores were taken from a forested site to depths ~3m for geochemical analysis. At this site the SR thickness was ~1.7m. Analysis of the loss of elements, compared to bedrock using mass balance calculations (τ) showed that all the calcite and gypsum cement had been removed to depths of >3m. Thus the major difference between the SR and the underlying saprolite was that the former exists as loose sand as opposed to a semi-durable rock. Scanning electron microscopy (SEM) analysis of core samples suggested that the non-durable rock or saprolite had greater cementation of clay particles. We propose that the mechanism through which the clay cement (and other interlocking grain bonds) were eased apart was through freeze-thaw processes associated with the summer ‘active layer development’ during the last glacial activity in the UK. We tested this theory by developing a Monte Carlo simulation based on a simplified version of the Stefan Equation. Current Arctic datasets of air and ground temperatures were obtained to provide reasonable starting conditions for input variables. These were combined with known data for thermal conductivity, bulk density and moisture content of the Sherwood Sandstone regolith. Model predictions (n=1000) of the distribution of SR thickness accurately reflect the observed distribution thickness from the borehole logs. This is strong evidence that freeze-thaw and ‘ALD’ processes are major factors in determining the thickness of SR across this outcrop.
机译:本文研究了风化过程,这些过程共同导致英国诺丁汉郡三叠纪舍伍德砂岩群露头(750 km2)上的土壤灰泥岩(SR)厚度分布。档案馆对整个露头进行的钻孔测井(n = 282)表明:土壤灰泥厚度的平均深度和中位数深度分别为〜1.8和1.5m。将岩心从林地带到约3m的深度,以进行地球化学分析。在该位置,SR厚度约为1.7m。与基岩相比,使用质量平衡计算(τ)对元素损失进行分析表明,所有方解石和石膏水泥均已清除至> 3m的深度。因此,SR和下面的腐泥土之间的主要区别在于,前者以松散的沙子形式存在,而不是半耐用的岩石。岩心样品的扫描电子显微镜(SEM)分析表明,非耐用岩石或腐泥土具有更大的粘土颗粒胶结作用。我们认为,在英国上一次冰川活动期间,通过夏季与“活动层发育”相关的冻融过程,可以松开粘土水泥(和其他相互连锁的谷物键)的机理。我们通过基于简化版Stefan方程开发的蒙特卡洛模拟测试了该理论。获得了北极和地面温度的当前北极数据集,以为输入变量提供合理的起始条件。将这些与已知的Sherwood砂岩重生石的导热系数,堆积密度和水分含量数据相结合。 SR厚度分布的模型预测(n = 1000)可以准确地反映出从钻孔测井中观察到的分布厚度。有力的证据表明,冻融和“ ALD”过程是决定整个露头SR厚度的主要因素。

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