Conversion of Triaxial Compression Strain–Time Curves from Stepwise Loading to Respective Loading

Conversion of Triaxial Compression Strain–Time Curves from Stepwise Loading to Respective Loading

Numerous researchers of soil creep behavior adopt stepwise loading (SL) rather than respective loading (RL) to perform the triaxial creep tests. However, a complete continuous strain–time curve of SL needs to be converted into assumed curve clusters supposing obtained under RL before the deformation...

Full description

Bibliographic Details
Main Authors: Haigang Qu, Dianrui Mu, Zhong Nie, Aiping Tang
Format: Article
Language:English
Published: MDPI AG 2022-09-01
Series:Geotechnics
Subjects:
soft soil
creep
strain–time curve
stepwise loading
respective loading
Online Access:https://www.mdpi.com/2673-7094/2/4/41

Similar Items

Similar Items