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Hydraulic conductivity of gravelly soils with various coarse particle contents subjected to freeze–thaw cycles

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TLDR
In this paper, the hydraulic conductivity in gravelly soils containing various contents of gravel particle fraction under cyclic freezing-thawing was investigated, and the results showed that hydraulic conductivities significantly depend on gravel content, confining stress, number of F-T cycles and initial water content.
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This article is published in Journal of Hydrology.The article was published on 2021-07-01. It has received 30 citations till now. The article focuses on the topics: Hydraulic conductivity & Water content.

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Strength and post-freeze-thaw behavior of a marl soil modified by lignosulfonate and polypropylene fiber: An environmentally friendly approach

TL;DR: In this paper , an environmentally friendly strategy involving lignosulfonate as a binder along with the polypropylene (PP) fiber as a reinforcing material was adopted to enhance the characteristics of marl soils from detrimental impacts of freeze-thaw (F-T) cycles.
Journal ArticleDOI

Sustainable reuse of coarse aggregates in clay-based impervious core: Compactability and permeability

TL;DR: In this article, the results of a series of modified dynamic compaction tests and triaxial permeability tests performed on impervious clay materials reinforced with various contents of coarse aggregate were reported.
Journal ArticleDOI

Response mechanism of permeability change of remolded loess to seepage parameters

TL;DR: In this article , the authors explore the response mechanism of permeability change of remolded loess to temperature, hydraulic gradient, and initial moisture content, and find that the saturated hydraulic conductivity (Ksat) increases with seepage time at 10 and 20 ℃, while it decreases at 30 and 30 µm, respectively, due to the comprehensive effect of temperature on the fluid viscosity, bound water film, and chemical leaching.
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Factors controlling the rise and fall of groundwater level during the freezing-thawing period in seasonal frozen regions

TL;DR: Wang et al. as discussed by the authors investigated the main factors controlling groundwater level fluctuations during the freezing-thawing period at two sites in Northeast China through comparative analyses of long-term field observations of air temperature, precipitation, snow depth, liquid soil water content, soil water temperature, and fluctuations of groundwater level.
Journal ArticleDOI

Experimental study of the mechanical behavior of frozen clay–gravel composite

TL;DR: In this paper, four sets of CT scan experiments were used to determine the inner structural characteristics of CGCs with different gravel contents (10, 30, 50, and 70%).
References
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Journal ArticleDOI

Micro-, Meso-, and Macroporosity of Soil

TL;DR: In this article, the need for standard soil porosity terms is explained and suggested characteristics of three porosity classes are presented in table form: 1) microporosity with an equivalent pore diameter range of 1000 to 1000 mm.
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Microstructure Investigation in Unsaturated Soils: A Review with Special Attention to Contribution of Mercury Intrusion Porosimetry and Environmental Scanning Electron Microscopy

TL;DR: A review of the history of microstructure investigation in unsaturated soils and the engineering significance of this research to date can be found in this article, where the authors focus on the evaluation of the current state of use and the development of two widely used techniques to study the micro-structure of partially saturated soils.
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Microstructure of a compacted silt

TL;DR: In this paper, a qualitative and quantitative study of the microstructure of a compacted silt, carried out using a scanning electron microscope and mercury intrusion pore size distribution was presented.
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Compressibility and hydraulic conductivity of a chemically treated expansive clay

TL;DR: In this paper, the effect of lime and fly ash on the compressibility and hydraulic characteristics of an expansive soil in Cyprus was evaluated. But the results were limited to a series of laboratory tests.
Journal ArticleDOI

Effects of Spatial Variability of Saturated Hydraulic Conductivity on Hortonian Overland Flow

TL;DR: In this paper, the kinematic wave equations with interactive Smith-Parlange infiltration are solved by a finite-difference scheme on a characteristic computational net, and it is shown that runoff hydrographs are strongly affected by trends in hydraulic conductivity, particularly for small runoff events.
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