Triaxial creep tests of glacitectonically disturbed stiff clay – structural, strength, and slope stability aspects
This study concerns the creep impact on strength parameters of the selected very cohesive soils (PI = 30–70%). The analysis refers to Neogene clays characterized by a complex structure, resulting directly from a complicated load history in the geological time scale and identified glacitectonic defor...
Saved in:
Main Authors: | Kaczmarek Łukasz, Dobak Paweł, Szczepański Tomasz, Kiełbasiński Kamil |
---|---|
Format: | article |
Language: | EN |
Published: |
De Gruyter
2021
|
Subjects: | |
Online Access: | https://doaj.org/article/5fc7c62673194d3782d7360a89c231cd |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
The Influences of Local Glacitectonic Disturbance on Overconsolidated Clays for Upland Slope Stability Conditions: A Case Study
by: Kamil Kiełbasiński, et al.
Published: (2021) -
Experimental and numerical analysis of triaxial compression test for a clay soil
by: Hernández-Hernández,Víctor A., et al.
Published: (2021) -
Physical, geochemical, and clay mineralogical properties of unstable soil slopes in the Cameron Highlands
by: Olaniyan Abdulrasheed, et al.
Published: (2021) -
Fracture Network Localization Preceding Catastrophic Failure in Triaxial Compression Experiments on Rocks
by: Jessica McBeck, et al.
Published: (2021) -
COMPORTAMIENTO DE UN MATERIAL GRANULAR NO TRATADO EN ENSAYOS TRIAXIALES CÍCLICOS CON PRESIÓN DE CONFINAMIENTO CONSTANTE Y VARIABLE
by: Rondón Quintana,Hugo Alexander, et al.
Published: (2008)