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Journal ArticleDOI

Effect of hydraulic gradient on swell and hydraulic response of desiccated expansive soil–an experimental study

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TLDR
In this article, the authors investigated the effect of initial hydraulic response during the initial stage of wetting in compacted clay liners and found that the cracks in liners act as preferential flow paths and affect the hydraulic response.
Abstract
Desiccation cracks in compacted clay liners act as preferential flow paths and affect the hydraulic response during initial stage of wetting. This paper investigates the effect of initial hydraulic...

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Citations
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Book ChapterDOI

Effect of Remoulding Water Content on Hydraulic Response of a Compacted Expansive Soil

TL;DR: In this article , the effect of remoulding water content on the infiltration rates during swelling process and hydraulic conductivity at the end of swelling process of a compacted expansive soil was brought out.
Journal ArticleDOI

Study on Crack Development in Red Clay from Guangxi Guilin with Different Clay Grain Content

Bo Liu, +2 more
- 13 Oct 2022 - 
TL;DR: In order to study the influence of different clay contents on the fractality of red clay, specimens having four different water contents were prepared as discussed by the authors , and the cracking characteristics of the specimens were observed at 20 °C and 60 °C. Image J software was used to measure and calculate the crack area, crack ratio, crack length and width of each sample.
References
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Journal ArticleDOI

Analysis of Hydraulic Gradient Effects for Laboratory Hydraulic Conductivity Testing

TL;DR: In this article, a theoretical model was presented that characterizes the effect of hydraulic gradient on measured hydraulic conductivity in the laboratory, and the authors concluded that excessive hydraulic gradients applied during hydraulic conductivities testing can cause reductions in measured conductivity.
Journal ArticleDOI

Determination of volumetric shrinkage of an expansive soil using digital camera images

TL;DR: The volume change during drying of compacted expansive soils occurs in the form of reduction in overall volume and development of cracks as discussed by the authors, and accurate determination of volume of shrunken soil specimens can be found in the literature.
Journal ArticleDOI

Swell-shrink behaviour of lime precipitation treated soil

TL;DR: In this article, the authors examined the efficacy of the lime precipitation technique in controlling the swell-shrink potentials and strength characteristics of expansive soils subjected to cyclic wetting and drying.
Journal ArticleDOI

Effects of specimen consolidation on the laboratory hydraulic conductivity measurement

TL;DR: In this article, laboratory hydraulic conductivity tests are used for the design of clayey liners in waste containment, although relatively small hydraulic gradients are encountered under field conditions, and the results show that they can be used to evaluate the performance of such liners.
Journal ArticleDOI

Infiltration and Hydraulic Conductivity of a Compacted Earthen Liner

K. A. Albrecht, +1 more
- 01 Jan 1989 - 
TL;DR: In this paper, an experimental earthen liner was constructed using full-size compaction equipment and in-situ ponded infiltration rates were measured using two large (1·5m diameter) sealed double-ring infiltrometers.
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