Mechanical properties of structured high liquid limit clay under maximum drying stress conditions

The selection of structural strength indicators is of utmost importance for slope engineering safety. This paper, with the backdrop of the destruction of high liquid limit clay layers in the Huai River slope, aims to investigate the influence of dry-wet (D-W) cycles on the structural and mechanical...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Geomatics, natural hazards and risk natural hazards and risk, 2024-12, Vol.15 (1)
Hauptverfasser:	Wang, Dong-Dong, Song, Xin-Jiang, Wang, Li-Xiang, Xu, Hai-Bo
Format:	Artikel
Sprache:	eng
Schlagworte:	Anisotropy Clay Compression Compression tests Compressive strength dry-wet cycles Drying Effective stress Electron microscopy failure mode Failure modes High liquid limit clay Liquid limits Mechanical properties Phase transitions Pore water Safety engineering Scanning electron microscopy Shear strength Shear tests Soil structure Soil testing Strain Strain analysis Stress-strain curves Stress-strain relations Structural behavior Structural strength undisturbed soil
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Schreiben Sie den ersten Kommentar!