Open AccessVOLUME CHANGE BEHAVIOUR OF BANTING CLAY BY THE CONCEPT OF EFFECTIVE STRESS AND SHEAR STRENGTH INTERACTION
Author(s) -
Syahmizzi Ifwat Bin Azharnim,
Mohd Jamaludin Md Noor
Publication year - 2020
Publication title -
journal of the institute of engineers, malaysia
Language(s) - English
Resource type - Journals
ISSN - 0126-513X
DOI - 10.54552/v80i2.68
Subject(s) - triaxial shear test , geotechnical engineering , shear stress , friction angle , effective stress , shear (geology) , direct shear test , materials science , shear strength (soil) , stress–strain curve , stress (linguistics) , volume (thermodynamics) , geology , composite material , soil water , thermodynamics , physics , deformation (meteorology) , soil science , linguistics , philosophy
Effective stress and shear strength interaction which the stress – strain curves and mobilised shear strength envelope explained the actual volume change behaviour of the soils. The interaction that useful in prediction of stress – strain curves and unique relationship between Effective Mobilised Minimum Friction Angle and Axial Strain is important to predict the settlement at any effective stresses include the effective stress that not conducted in laboratory test. Consolidated drained triaxial test is conducted for saturated Banting CLAY and the volume change behaviour of Banting CLAY is presented from the concept of effective stress and shear strength interaction with the establishment of unique relationship between effective mobilised minimum friction angle with respect to axial strain and prediction of stress – strain curves for the saturated Banting CLAY.