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Influence of hydraulic conductivity of tension crack on the stand-up time of unsupported vertical trenches in unsaturated soils

Bhagya B Mayadunna, Won Taek Oh

In the proceedings of: GeoSaskatoon 2023: 76th Canadian Geotechnical Conference

Session: Unsaturated Soils

ABSTRACT: It is well known that tension cracks have an adverse impact on the stability of a slope since it reduces the resistance to slope failure due to the decrease in slip surface. In addition, when rainfall infiltrates into a tension crack, the strength of a soil in the vicinity of a tension crack significantly decreases, which leads to sudden failure in a slope. However, limited studies have been undertaken to investigate the influence of rainfall infiltration into tension cracks on the stability of unsupported trenches in unsaturated soils. In the present study, a series of numerical analyses are conducted to estimate the stand-up time of unsupported vertical trenches excavated in an unsaturated glacial till (i.e., Indian Head till). Tension cracks were simulated by adopting two different approaches: i) material with zero strength and its own hydraulic conductivity function and ii) void space. Stand-up times obtained with these two approaches are compared and the results are discussed.


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Cite this article:
Mayadunna, Bhagya B, Oh, Won Taek (2023) Influence of hydraulic conductivity of tension crack on the stand-up time of unsupported vertical trenches in unsaturated soils in GEO2023. Ottawa, Ontario: Canadian Geotechnical Society.

@inproceedings{Mayadunna_GEO2023_182, author = {{Mayadunna, Bhagya B}, {Oh, Won Taek}}
title = {Influence of hydraulic conductivity of tension crack on the stand-up time of unsupported vertical trenches in unsaturated soils }
booktitle = {Proceedings of the 76th Canadian Geotechnical Conference}
year = {2023}
organization = {The Canadian Geotechnical Society},
address = {Ottawa, Canada} }
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