Volumetric strain versus P c – P p and P c – α P p for the hydrostatic... | Download Scientific Diagram
Relationship between element-level and contact-level parameters of micromechanical and upscaled plasticity models for granular soils | SpringerLink
Gale Academic OneFile - Document - An improved elastic-viscoplastic soil model
Relationship between postliquefaction volumetric strain and equivalent... | Download Scientific Diagram
A rate-dependent model for sand to predict constitutive response and instability onset | SpringerLink
Gale Academic OneFile - Document - Modelling effects of recent suction history on small-strain stiffness of unsaturated soil
Gale Academic OneFile - Document - An improved elastic-viscoplastic soil model
Loss of mu and delta opioid receptors on neurons expressing dopamine receptor D1 has no effect on reward sensitivity - ScienceDirect
Evolution of volumetric strain versus (p'/pa)0.3 before dilation occurs... | Download Scientific Diagram
a) Volumetric strain curve of proportional strain tests with different... | Download Scientific Diagram
A rate-dependent model for sand to predict constitutive response and instability onset | SpringerLink
Volumetric strain versus P c – P p and P c – α P p for the hydrostatic... | Download Scientific Diagram
Gale Academic OneFile - Document - An improved elastic-viscoplastic soil model
Sociological Inquiry, Volume 82, Number 4, November, 2012: Kenneth C. Bessant, Andrew L. Whitehead, Joseph O. Baker: Amazon.com: Books
Pre-failure behaviour of reconstituted peats in triaxial compression | SpringerLink
Fractional viscoplastic model for soils under compression | SpringerLink
Hooke's law - Wikipedia
Pre-failure behaviour of reconstituted peats in triaxial compression | SpringerLink
37: Volumetric strain energy density plotted against volume ratio for... | Download Scientific Diagram
Gale Academic OneFile - Document - A Time-Dependent Double Hardening Model for Soft Rock
Gale Academic OneFile - Document - An improved elastic-viscoplastic soil model
Experimental Investigation on Static and Dynamic Bulk Moduli of Dry and Fluid-Saturated Porous Sandstones | SpringerLink
Pre-failure behaviour of reconstituted peats in triaxial compression | SpringerLink
