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DOI10.1144/qjegh2017-059
In situ measurements of near-surface hydraulic conductivity in engineered clay slopes
Dixon, N.1; Crosby, C. J.1; Stirling, R.2; Hughes, P. N.3; Smethurst, J.4; Briggs, K.5; Hughes, D.6; Gunn, D.7; Hobbs, P.7; Loveridge, F.8; Glendinning, S.2; Dijkstra, T.1; Hudson, A.4
发表日期2019
ISSN1470-9236
卷号52期号:1页码:123-135
英文摘要

In situ measurements of near-saturated hydraulic conductivity in fine-grained soils have been made at six exemplar UK transport earthwork sites: three embankment and three cutting slopes. This paper reports 143 individual measurements and considers the factors that influence the spatial and temporal variability obtained. The test methods employed produce near-saturated conditions and flow under constant head. Full saturation is probably not achieved owing to preferential and bypass flow occurring in these desiccated soils. For an embankment, hydraulic conductivity was found to vary by five orders of magnitude in the slope near-surface (0-0.3 m depth), decreasing by four orders of magnitude between 0.3 and 1.2 m depth. This extremely high variability is in part due to seasonal temporal changes controlled by soil moisture content, which can account for up to 1.5 orders of magnitude of this variability. Measurements of hydraulic conductivity at a cutting also indicated a four orders of magnitude range of hydraulic conductivity for the near-surface, with strong depth dependence of a two orders of magnitude decrease from 0.2 to 0.6 m depth. The main factor controlling the large range is found to be spatial variability in the soil macrostructure generated by wetting-drying cycle driven desiccation and roots. The measurements of hydraulic conductivity reported in this paper were undertaken to inform and provide a benchmark for the hydraulic parameters used in numerical models of groundwater flow. This is an influential parameter in simulations incorporating the combined weather- vegetation-infiltration-soil interaction mechanisms that are required to assess the performance and deterioration of earthwork slopes in a changing climate.


WOS研究方向Engineering ; Geology
来源期刊QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY
文献类型期刊论文
条目标识符http://gcip.llas.ac.cn/handle/2XKMVOVA/92964
作者单位1.Loughborough Univ, Sch Architecture, Bldg & Civil Engn, Loughborough LE11 3TU, Leics, England;
2.Newcastle Univ, Sch Civil Engn & Geosci, Newcastle Upon Tyne NE1 7RU, Tyne & Wear, England;
3.Univ Durham, Sch Engn & Comp Sci, Durham DH1 3LE, England;
4.Univ Southampton, Fac Engn & Environm, Southampton SO17 1BJ, Hants, England;
5.Univ Bath, Dept Architecture & Civil Engn, Bath BA2 7AY, Avon, England;
6.Queens Univ Belfast, Sch Nat & Built Environm, Belfast BT7 1NN, Antrim, North Ireland;
7.British Geol Survey, Environm Sci Ctr, Keyworth NG12 5GG, Notts, England;
8.Univ Leeds, Fac Engn, Leeds LS2 9JT, W Yorkshire, England
推荐引用方式
GB/T 7714
Dixon, N.,Crosby, C. J.,Stirling, R.,et al. In situ measurements of near-surface hydraulic conductivity in engineered clay slopes[J],2019,52(1):123-135.
APA Dixon, N..,Crosby, C. J..,Stirling, R..,Hughes, P. N..,Smethurst, J..,...&Hudson, A..(2019).In situ measurements of near-surface hydraulic conductivity in engineered clay slopes.QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY,52(1),123-135.
MLA Dixon, N.,et al."In situ measurements of near-surface hydraulic conductivity in engineered clay slopes".QUARTERLY JOURNAL OF ENGINEERING GEOLOGY AND HYDROGEOLOGY 52.1(2019):123-135.
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