Aller au contenu principal
Accès ouvert déclaré 2026 article

Shear behaviors of freeze–thaw interface in moraine soil: Experimental and theoretical approaches

3Citations signalées — pas une note de qualité
5Institutions déclarées
1Pays d’affiliation déclarés

Résumé fourni par la source

In high-altitude cold regions, repeated freeze–thaw cycles induce significant hydrothermal migration within moraine soil slopes, leading to the formation of distinct frozen zones. The interface between frozen and thawed zones is a critical factor triggering slope instability. This study investigates the mechanical behavior of the moraine soil freeze–thaw interface by direct shear tests under varying initial water and fines contents. The shear characteristics and strength degradation patterns are analyzed. Furthermore, a shear strength degradation model for the interface is established based on the Mohr–Coulomb criterion. The results indicate that: (1) Shear stress-strain curves primarily exhibit strain-hardening behavior at low water contents; however, at high water contents, increasing the fines content promotes a transition from strain softening to strain hardening. (2) The shear strength of the interface decreases with increasing water and fines contents. Higher water content significantly reduces both the internal friction angle (by 6.12%–18.50%) and cohesion (by 31.83%–38.88%), whereas increasing fines content enhances cohesion. (3) The degradation mechanisms are attributed to the coupled effects of reduced ice cementation, enhanced lubrication, and alterations in particle interlocking and fragmentation. (4) Key parameters for shear strength are identified, and the developed degradation model for moraine soil is proposed, and its applicability is demonstrated. This study provides a theoretical foundation for understanding the failure mechanisms of moraine soil slopes subjected to freeze–thaw cycles. • Shear deformation patterns under varying water and fines contents were investigated. • The interface shear strength decreased as the water and fines contents increased. • The shear failure mechanisms at the moraine soil freeze-thaw interface were revealed. • A strength degradation model considering water and fines contents was proposed.

Ce résumé expose les affirmations des auteurs. BNTIC ne l’interprète pas comme une validation indépendante des résultats.

Contrôle bibliographique ouvert

DOI retrouvé dans Crossref DOI retrouvé ; titre concordant.

Titre Crossref
Shear behaviors of freeze–thaw interface in moraine soil: Experimental and theoretical approaches
Date Crossref
01/02/2026
Éditeur
Elsevier BV
Type
journal-article

Ce recoupement confirme des métadonnées liées au DOI. Il ne confirme ni la méthode ni les conclusions de l’étude et ne compte pas comme une seconde source scientifique indépendante.

Institutions déclarées

Une affiliation ne permet pas de déduire la nationalité d’un auteur.

Sujets associés

Climate change and permafrostCryospheric studies and observationsArctic and Antarctic ice dynamics

BNTIC News n’est pas le producteur de ces données. Recherche à la demande dans Crossref et Europe PMC, sans clé ; OpenAlex reste optionnel. Aucun service payant requis, aucune réponse conservée. Sources et limites.