Aug 2026· Applied Sciences· Vol 16, pp. 7746· 0 citations· 57 references
Abstract
The prediction of shear strength in seasonally frozen silty clay is restricted by complex physical mechanisms and sparse experimental data. A self-supervised contrastive physics-informed neural network is proposed to overcome these limitations. Robust latent features are extracted from limited datasets via contrastive pretraining. Time-dependent constitutive equations and physical boundary conditions are simultaneously embedded into the loss function. This mathematical constraint ensures strict physical consistency during the modeling process. The proposed framework was validated using 100 independent laboratory samples prepared under controlled moisture content, freezing temperature, and thawing duration. The experimental results demonstrate the superior predictive accuracy of the proposed model. A coefficient of determination (R2) of 0.988 was achieved on the test set, accompanied by minimized error metrics compared to conventional data-driven approaches. Consequently, a highly accurate and reliable methodology is established by this architecture for evaluating soil stability and supporting infrastructure design in cold regions.
Chemical stabilization is widely used to improve soft soils for road embankments and transportation subgrades in soft-ground regions. However, predicting their unconfined compressive strength (UCS) remains difficult because strength development depends on coupled effects of soil plasticity, compaction, binder compositi...
Quynh-Anh Thi Bui, Son Hoang Trinh, Khoa Minh Nguyen· Journal of engineering and a...· 0 citations
Reliable interpretation of piezocone test (CPTU) data in clays remains challenging because conventional empirical correlations with undrained shear strength often rely on cone factors that neglect stress-history effects. This paper presents a unified framework that relates CPTU results to critical state soil mechanics...
M. D'Ignazio, H. Engin, T. Länsivaara et al.· Geotechnique· 0 citations
In Meiganga, as in many tropical areas, lateritic soils are both an abundant resource and a source of uncertainty for engineers. Their behavior, inherited from a long history of weathering in a humid climate, often defies conventional normative frameworks, while heavy investigative equipment remains difficult to access...
Bachirou Lindou Ngakoupain, Jules Hermann Keyangue Tchouata, Gilbert François NgonNgon et al.· Discover Civil Engineering· 0 citations
Typical empirical correlations in geotechnical practice can be useful for estimating the values of necessary parameters to be used in design and geotechnical calculations. For fine-grained soils, undrained shear strength is a key parameter recommended by Eurocode 7 and is strongly influenced by water content. This pape...
T. Đurić, D. Rakić, Jovana Pantić et al.· Proceedings of the Bulgarian...· 0 citations