Comparative Analysis of Atterberg Limits, Liquidity Index, Flow Index and Undrained Shear Strength Behavior in Binary Clay Mixtures
In geotechnical engineering applications, it is very important to obtain the undrained shear strength of remolded soils accurately and reliably. This study aims to obtain a trustworthy solution to determine the undrained shear strength of remolded clay mixtures using Atterberg limit test results in...
Main Author: | Eyyüb Karakan |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-08-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/12/17/8616 |
Similar Items
-
Influence of clay mineralogy on undrained shear strength using Fall cone test
by: Eyyüb Karakan
Published: (2023-08-01) -
DETERMINATION OF THE ATTERBERG LIMITS USING A FALL CONE DEVICE ON LOW PLASTICITY SILTY SANDS
by: Davor Marušić, et al.
Published: (2023-01-01) -
Flow index-liquid limit relationship by fall-cone tests in clay-sand mixtures
by: Eyyüb Karakan
Published: (2023-05-01) -
Determination of the Atterberg Limits of Eemian Gyttja on Samples with Different Composition
by: Goławska Katarzyna, et al.
Published: (2020-06-01) -
The impact of different methods of Atterberg limits determination on the resulted Unified soil classification
by: Ehsan Abdi, et al.
Published: (2019-02-01)