2026· E3S Web of Conferences· Vol 730, pp. 05024· 0 citations· 5 references
Abstract
Increasing extremes in atmospheric drought associated with climate change raise growing concerns on the potential impact of climatic actions on the geotechnical stability of regional dykes in the Netherlands. Accurate quantification of seasonal soil strength variations under in-situ conditions is essential to assess this impact. Cone penetration testing (CPTu) is widely adopted to assess material strength, however, the influence of seasonality on CPTu data is largely overlooked in current practice. This contribution presents the results of CPTu investigations repeated at one regional dyke location under variable atmospheric conditions, ranging from winter wetness to severe summer drought. The observed differences in resistance and pore pressure between the CPTu data collected over different seasons highlight the impact of drought on soil strength. It is shown that conventional interpretation tool for saturated soils cannot be used straightforwardly to analyse the data. In the variably saturated zone, clear derivation of strength is hindered by current knowledge gaps. Possible interpretation of CPTu data for constant water content shear strength is discussed for both the saturated and the unsaturated zones in view of dyke stability assessment, with the aid of expected soil physical behaviour and parallel data from in situ hydro-mechanical monitoring.
Seasonal soil-moisture flux causes time-varying soil resistivity and earthing resistance, which can compromise the safety of power-system earthing installations. Using representative sites in South Africa and Nigeria under comparable climates, this paper quantifies how temperature and relative humidity drive changes in...
S. Onyedikachi, O. M. Longe· E3S Web of Conferences· 0 citations
Rainfall-induced slope failures pose significant risks and economic impacts globally. This study investigates the impact of rainfall on the hydromechanical behavior and stability of unsaturated lateritic slopes, commonly found in tropical regions. By employing both experimental and computational analyses, this research...
Pedro Henrique Lopes Dal-Cól, Alana Dias de Oliveira, Gilson de Farias Neves Gitirana et al.· Quaternary and Environmental...· 0 citations
Unsaturated soil mechanics is a crucial area of geotechnical engineering that has gained increasing importance in recent years. However, despite its relevance, no standard guidelines have yet been implemented to study unsaturated behaviour in laboratories. This gap limits professionals’ ability to address practical cha...
Waldir Julca Lozano, J. Wilches, Heraldo Luiz Giacheti· Revista de la Construcción· 0 citations
The behaviour of expansive clay soils is highly influenced by climatic variations that govern the hydric exchanges between the atmosphere and the ground surface. These fluctuations cause changes in soil suction, leading to significant volumetric variations in expansive soils and resulting in differential settlements of...
Mathilde Lefebvre, M. Morvan, A. Chateauneuf et al.· E3S Web of Conferences· 0 citations
Landslides on steep slopes composed of tropical volcanic soils constitute a major geotechnical hazard because intensive weathering and variations in water content can substantially affect soil shear strength and slope stability. This study evaluated the effectiveness of moisture-controlled compaction in improving the s...
Semangat Marudut Tua Debataraja· Journal of Hunan University...· 0 citations
This study numerically assessed the stability of a high road cut slope subjected to rainfall infiltration, on the Olembe–Obala Interchange Road section near Nkolngem, in the Centre Region of Cameroon. Hourly climatic data spanning 25 years (2000–2025) were obtained from NASA POWER and cross-validated against Climate Re...
Kuele Teneffo Divin-Christ, M. Nde, Michel Mbessa· International Journal of Sci...· 0 citations
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