VOLUME CHANGE BEHAVIOUR OF BANTING CLAY BY THE CONCEPT OF EFFECTIVE STRESS AND SHEAR STRENGTH INTERACTION

  • Syahmizzi Ifwat Bin Azharnim Minconsult Sdn. Bhd
  • Mohd Jamaludin Md. Noor Universiti Teknologi MARA
Keywords: Non-linear Shear Strength, Rotational Multiple Yield Surface Envelope, consolidated drained triaxial tests, shear strength interaction, banting clay

Abstract

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.

Published
01-12-2020
How to Cite
Bin Azharnim, S. I., & Md. Noor, M. J. (2020). VOLUME CHANGE BEHAVIOUR OF BANTING CLAY BY THE CONCEPT OF EFFECTIVE STRESS AND SHEAR STRENGTH INTERACTION. The Journal of The Institution of Engineers, Malaysia, 80(2). Retrieved from https://iemjournal.com.my/index.php/iem/article/view/68