Establishing unique relationship between minimum mobilised friction angle and axial strain for anisotropic soil settlement model
Anisotropic compression in triaxial cell during shearing demonstrates the rotation of the mobilised shear strength envelope towards shear strength envelope at failure. The shape of the mobilised shear strength envelope takes the real form of the shear strength envelope at failure which is non-linear...
Published in: | Unsaturated Soils: Theoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils |
---|---|
Main Author: | Mohamed Jais I.B.; Md. Noor M.J. |
Format: | Conference paper |
Language: | English |
Published: |
2010
|
Online Access: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-84875134928&partnerID=40&md5=beafc0c64bc87df3d5162f0a1840611c |
Similar Items
-
The stress strain behaviour envelope for granitic residual soil in mobilised shear strength perceptive
by: Rahman A.S.A.; Noor M.J.M.; Jais I.B.M.; Zain M.R.M.
Published: (2018) -
Soil anisotropic stress-strain prediction using Normalised Rotational Multiple Yield Surface Framework (NRMYSF) for compacted tropical residual sandy soils
by: Alias A.; Noor M.J.M.; Mohamed Jais I.B.
Published: (2019) -
Prediction of soil anisotropic stress-strain behaviour incorporating shear strength using improvise normalised stress-strain method
by: Rahman A.S.A.; Noor M.J.M.; Jais I.B.M.; Ibrahim A.
Published: (2018) -
Collapse settlement of unsaturated soil from effective stress and shear strength interaction of soil
by: Mohamed Jais I.B.; Md Noor M.J.
Published: (2019) -
Laboratory modelling: Settlement due to groundwater fluctuation in partially saturated soil
by: Md Noor M.J.; Mohamed Jais I.B.; Nyuin J.D.
Published: (2011)