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...
Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-09-01
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Series: | Geotechnics |
Subjects: | |
Online Access: | https://www.mdpi.com/2673-7094/2/4/41 |